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Home My WebLink AboutGRD2018-00015 FPA2018-00017 MTA Belfair - GRD Inspections - 12/28/2023 -; INSPECTION CARD \' Mason County -% 615 W. Alder St. Bldg. 8, Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us PERMIT# GRD2018-00015 PROJECT ADDRESS 25200 NE State Route 3 Belfair, WA 98528 PARCEL# 123214160000 PROJECT DESCRIPTION GRADING PERMIT FOR BELFAIR PARK AND RIDE SITE IMPROVEMENTS - 7 ACRES OF A 7 ACRE PARCEL WILL BE GRADED - IMPROVEMENTS INCLUDE NEW PAVEMENT, PAVEMENT RECONSTRUCTION, STORMWATER FACILITIES,. ILLUMINATION, VIDEO SURFEILLANCE, SIGNING AND STRIPING, BUS PADS AND SHELTERS, AND ELECTRIC CAR CHARGING STATIONS OWNER OVERTON &ASSOCIATES ADDRESS P O BOX 1477 PHONE CONTRACTOR ADDRESS PHONE CONTRACTOR LICENSE LENDER INSPECTION INSP DATE Comments INSPECTION INSP DATE Comments Footing Inspection 3rd Party Inspection Report Grading Inspection PW-Final Inspection 3rd Party Inspection Report BLD-Final Inspection �5 Mason County >.l Mason County - Division of Community Development 615 W. Alder St. Bldg. 8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us GRD2018-00015 GRADING PROJECT DESCRIPTION: GRADING PERMIT FOR BELFAIR PARK ISSUED: 10/25/2019 AND RIDE SITE IMPROVEMENTS — 7 ACRES OF A 7 ACRE PARCEL WILL BE GRADED — IMPROVEMENTS INCLUDE NEW PAVEMENT, EXPIRES: 04/22/2020 PAVEMENT RECONSTRUCTION, STORMWATER FACILITIES, ILLUMINATION, VIDEO SURFEILLANCE, SIGNING AND STRIPING, BUS PADS AND SHELTERS, AND ELECTRIC CAR CHARGING STATION S SITE ADDRESS: 25200 NE STATE ROUTE 3 BELFAIR PARCEL: 123214160000 APPLICANT: MASON COUNTY TRANSIT OWNER: OVERTON &ASSOCIATES 8730 TALLON LANE SE #200 P O BOX 1477 OLYMPIA,WA 98516 TACOMA,WA 98401 1,360.352,1465 FEES: Paid Due Planning Stormwater Review $300.00 $0.00 Grading Permit Fee $426.00 $0.00 Grading Plan Review Fees $80.00 $0.00 Planning Review Fee $240.00 $0.00 Totals : $1,046.00 $0.00 REQUIRED INSPECTIONS Footing Inspection 3rd Party Inspection Report Grading Inspection PW- Final Inspection 3rd Party Inspection Report BLD-Final Inspection CONDITIONS • Grading work shall be in conformance with the findings and conditions stated in the SEPA MDNS (SEP2018-00015). • Access Roads to the site must not be degraded as a result of work. Printed by Anane Paysse on:10/25/2019 09:17 AM Page 1 of 5 Mason County Mason County - Division of Community Development 615 W. Alder St. Bldg. 8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us GRADING GRD2O18-00015 Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28 and 14.17. All construction must meet or exceed all local and state ordinances in addition to the International Codes requirements as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit revocation. " All other necessary permits from Mason County, Washington State and/or Federal Agencies that are required for this proposed development and construction must be obtained PRIOR TO SAME DEVELOPMENT AND CONSTRUCTION. All RED stamped approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour) will be charged and must be collected by the Building Department prior to any further inspections being performed or approvals granted. " All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction. " Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If documents are removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour) will be charged and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting additional inspections. " All Land Modification permits shall have a final inspection performed and approved by Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason County ordinances and building regulations. • All culverts shall be maintained in perpetuity to ensure that drainage will not overflow. " ALL CLEARING,CUTTING, GRADING, EXCAVATING, TERRACING, FILLING AND SIMILIAR WORK WILL BE REGULATED BY THE REQUIREMENTS PURSUANT TO THE MASON COUNTY GRADING PERMIT STANDARDS ADOPTED BY RESOLUTION 141-96 and MASON COUNTY CODE, TITLE 14, CHAPTER 14.44. All upland areas disturbed or newly created by construction activities shall be seeded, vegetated or given some other equivalent type of protection against erosion. • All fills shall be compacted to a minimum of 90 percent of maximum density. • A 20 foot wide fire apparatus access road is required to extend within 150 feet of any portion of the exterior walls of the building. An unobstructed vertical clearance of 13 feet, 6 inches is required. Dead-end fire apparatus access roads longer than 150 feet are required to have an approved turnaround. The maximum grade of a fire apparatus access road is 14%. " The approval of this project is subject to the recommendations and specifications outlined in the attached geotechnical report or assessment. All applicable recommendations and specifications shall be applied to the development on this site. Any deviation requires stamped written approval from the registered design professional responsible for the report/assessment, and may require special inspection by same. Structures and/or land modifications (grading, cuts, fills, etc.) required in the geotechnical report/assessment, may require a separate permit. The geotechnical report/assessment shall remain attached to the approved building plans. " The owner/applicant shall provide to Mason County inspection reports prepared by the engineer record, complying with the requirements as noted in Chapter 14.44, section 14.44.220 through 14.44.230. Printed by Ariane Paysse on:10/25/2019 09:17 AM Page 2 of 5 Mason County Mason County - Division of Community Development 615 W. Alder St. Bldg. 8 �``�.,•H��.,�.: Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us GRADING GRD2018-00015 Parking shall be sufficient for standard parking stalls (9 feet by 20 feet) and handicap parking stalls (12.5 feet by 20 feet) with sufficient maneuvering aisles. Handicap stalls shall be of a smooth surface at level or ramped to entry, located closest to the building entry, and shall be signed with the International Symbol of Access. Screening from adjacent residential properties is required. All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may grant a one time extention of 180 days, upon the receipt of a written extension request prior to permit expiration. Letter must indicating that circumstances beyond the control of the permit holder preventing action from being taken. No more than one extension may be granted. • All property lines shall be clearly identified at the time of foundation inspection. " Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. Retaining walls needed to support a surcharge such as structures, roads, or to support slopes, shall require a separate building permit and approval prior to construction of the retaining wall. • Cut and fill slopes shall be setback from site boundaries in accordance with Section 14.44.190. * Compliance with an approved Storm Water Plan shall be subject to an on site inspection, or inspections, by the engineer of record or an authorized representative. Said inspection(s) shall be performed in accordance with the approved plan, and prior to any modification that would make a determination of compliance impossible. Inspection reports shall be submitted to verify all engineering requirements have been completed in accordance with the approved storm water plan.Record drawings and Reports shall be submitted to the Mason County Department of Community Development prior to each corresponding inspection and final permit approval. Copies of all special inspection reports shall be made available at time of inspection. ALL SURFACE WATER AND POTENTIAL RUNOFF WILL BE CONTROLLED ON SITE AND SHALL NOT ADVERSLY AFFECT ANY ADJACENT PROPERTIES NOR INCREASE THE VELOCITY FLOW ENTERING OR ABUTTING TO ANY STATE OR COUNTY CULVERTING/DITCHING SYSTEM OR ROAD WAY . Work must be done in the dry to help prevent disturbance of unstable soil layers and uncontrollable mass wasting. " The slope of cut surfaces shall be no steeper than is safe for the intended use and shall be no steeper than two horizontals to one vertical unless the permittee furnishes a soils engineering or an engineering geology report, or both, stating that the site has been investigated and giving an opinion that a cut at a steeper slope will be stable and not create a hazard to public or private property. Printed by Ariane Paysse on.10/25/2019 09:17 AM Page 3 of 5 Mason County r Mason County - Division of Community Development 615 W. Alder St. Bldg. 8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us GRADING GRD2018-00015 " Unless otherwise indicated on the approved grading plan, drainage facilities and terracing shall conform to the provisions of this section for cut or fill slopes steeper than three horizontals to one vertical. Terrace. Terraces at least six feet in width shall be established at not more than thirty-foot vertical intervals on all cut or fill slopes to control surface drainage and debris; except when only one terrace is required, it shall be at midheight. For cut or fill slopes greater than sixty feet and up to one hundred twenty feet in vertical height, one terrace at approximately midheight shall be twelve feet in width. Terrace widths and spacing for cut and fill slopes greater than one hundred twenty feet in height shall be designed by the civil engineer and approved by the official. Suitable access shall be provided to permit proper cleaning and maintenance. Swales or ditches on terraces shall have a (minimum) gradient of five percent and must be paved with reinforced concrete not less than three inches in thickness or with an approved equal surface material. They shall have a minimum depth at the deepest point of one foot and a minimum surface width of five feet. A single run of swale or ditch shall not collect runoff from a tributary area exceeding thirteen thousand five hundred square feet (projected) without discharging into a down drain. An analysis by a licensed engineer may be required to determine pipe or swale size, as determined by the official. Subsurface Drainage. Cut and fill slopes shall be provided with subsurface drainage as necessary for stability. In compliance with the Mason County practices regarding stormwater management, all drainage facilities shall be designed to carry waters to the nearest practicable drainage way approved by the official or other appropriate jurisdiction as a safe place to deposit such waters. Erosion of ground in the area of discharge shall be prevented by installation of non-erosive downdrains or other devices. " The faces of cut and fill slopes shall be prepared and maintained to control against erosion. This control may consist of effective planting. The protection for the slopes shall be installed as soon as practicable and prior to calling for final approval. Where necessary, check dams, cribbing, rip rap or other devices or methods shall be employed to control erosion and provide safety. Setback dimensions shall be horizontal distances measured perpendicular to the site boundary. Toe of Fill Slope. The toe of fill slope shall be made not nearer to the site boundary line than one-half the height of the slope with a minimum of two feet and a maximum of twenty feet. Where a fill slope is to be located near the site boundary and the adjacent off-site property is developed, special precautions shall be incorporated in the work as the official deems necessary to protect the adjoining property from damage as a result of such grading. These precautions may include but are not limited to: Additional setbacks, Provision for retaining or slough walls; Mechanical or chemical treatment of the fill slope surface to minimize erosion; Provisions for the control of surface waters. Printed by Ariane Paysse on:10/25/2019 09:17 AM Page 4 of 5 Mason County Mason County - Division of Community Development _y t4h 615 W. Alder St. Bldg. 8 1 Y� Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us GRADING GRD2018-00015 Preparation of Ground. Fill slopes shall not be constructed on natural slopes steeper than 2:1. The ground surface shall be prepared to receive fill by removing vegetation, noncomplying fill, topsoil and other unsuitable materials; by scarifying to provide a bond with the new fill, and, where slopes are steeper than 5:1 and the height is greater than five feet, by benching into sound bedrock or other competent material as determined by the soils engineer. The bench under the toe of a fill on a slope steeper than 5:1 shall be at least ten feet wide. The area beyond the toe of fill shall be sloped for sheet overflow or provided with a sub-drain. When fill is to be placed over a cut, the bench under the toe of fill shall be at least ten feet wide, but the cut shall be made before placing the fill and accepted by the soils engineer or engineering geologist, or both, as a suitable foundation for fill. Fill Material. Organic material shall not be permitted in fills. No rock or similar irreducible material with a maximum dimension greater than twelve inches shall be buried or placed in fills. Compaction. All fills shall be compacted minimum of ninety percent of maximum density at optimum moisture content determined in accordance with ASTM D 1557. The slope of fill surfaces shall be no steeper than is safe for the intended use. Fill slopes shall be no steeper than two horizontals to one vertical. A compaction report prepared and signed licensed design professional shall be required. the report shall verify that fill material has been compacted to not less than ninety percent of maximum dry density. Submit compaction report(s) to the Mason County Building Department, 615 w alder street, Shelton, WA 98584 prior to the final inspection. * The stormwater site plan and narrative for MTA was received and reviewed by Public Works. The stormwater drainage plan is considered acceptable. Permit Conditions: A Declaration of Covenants Associated with Privately Maintained Storm Drainage Facilities (O&M) must be executed and recorded with Mason County Auditor prior to permit being finalized. The stormwater drainage plan should be incorporated into the site-plans and be a condition of permit issuance. Adequate erosion and sediment control features need to be implemented during land disturbing activities to protect neighboring properties and State waters from adverse stormwater runoff impacts. The migration or release of silty water or mud from the applicants property will be considered a violation of County and State water quality protection regulations. Please feel free to contact Fred Perryman at 360.427.9670 ext.625 if you have any questions. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of Laws and Ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisio f an other /local law regulating construction or the performance of construction. Issued By: Contractor or Authorized Agent: Date: �- Printed by A,nane Paysse on 10i25 2019 09.17 AM Page 5 of 5 A'" -V Mason County • Planning Division of Community Development 615 W. Alder St. Bldg. 8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us FP 22018-00017 FOREST PRACTICES PROJECT DESCRIPTION: FPA FOR NEW PARK AND RIDE. ISSUED: 10/25/2019 SITE ADDRESS: 25200 NE STATE ROUTE 3 BELFAIR EXPIRES: PARCEL: 123214160000 APPLICANT: MASON TRANSIT AUTHORITY OWNER: 790 E JOHNS PRAIRIE RD SHELTON, WA 98584 FEES: Paid Due Forest Practice Review $300.00 Totals : $300.00 REQUIRED INSPECTIONS Site Inspection (Fire) CONDITIONS Archaeological or historical resources, such as ruins, sites, buildings, artifacts, fossils, or other objects of antiquity that may have significance from an historical or scientific standpoint, which may be encountered by the developer/contractor, shall not be further disturbed. If the developer/contractor encounters any such artifacts, he/she shall immediately stop work and notify Mason County and the Washington State Department of Archaeology and Historic Preservation. Failure to do so may result in civil penalties. X ' HOUR OPERATION Noise assde'ated with this application shall not exceed what is allowed under Mason County Code 9.36. Harvest operations shall start rho earlier than 7:00 AM and shall end before 8:00 PM on a daily basis. X � Y-(-1., Pnnted by:Anane Paysse on:10/25/2019 09 24 AM Page 1 of 2 \� Mason County Planning Division of Community Development 615 W. Alder St. Bldg. 8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us FOREST PRACTICES FPA2018-00017 SLASH ABATEMENT This Forest Practice Application indicates that forest debris resulting from the proposed logging operation may create an extreme fire hazard under RCW 76.04.600 and WAC 332-24-650. An extreme fire hazard could be created if one or more of the conditions found in WAC 332-24-650 is located within 100 feet of the running surface of a public road; or is within 500 of an existing structure and/or designated public use area, which is not owned by the owner of the fire hazard area. The land owner is fully liable in the event of fire, if he or she fails to appropriately abate the hazard. Extreme fire hazards shall be abated by removing the forest debris, or by other means approved by the Washington State Department of Natural Resources (DNR). X ACCESS Applicant i �esponsible for obtaining any necessary permits for access on to SR 3 from the Washington State Department of Transportation. X (AQ1" STORM R & EROSION CONTROL Escape of silty water or mud from this property shall be considered a violation of County and State storm water management regulations and could subject the applicant(s) to civil fines or penalties. Work shall conform with the requirements of October 2018 Drainage Report/Stormwater and Erosion Control Plan prepared by SCJ Alliance. A Declaration of Covenants Associated with Privately Maintained Storm Drainage Facilities (O&M) shall be executed and recorded with Mason County prior to a Land Modification permit being finalized. The stormwater drainage plan should be incorporated into the site-plans and be a c nd ion of permit issuance. X I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of Laws and Ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provision f any other state/local law regulating construction or the performance of construction. Issued By: _ONW)WM _,' Contractor or Authorized Agent: Date: ON iv Printed by Ariane Paysse on:10/25/2019 09:24 AM Page 2 of 2 MATERIALS TESTING a CONSULTING,INC. MTA Park and Ride Development - 19S145-01 - Compression Test: Concrete: Report #C231456 CLIENT SCJ Alliance DATE 05/19/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: 5:31 Weather Cloudy 60s 05/19/2020 am Conditions: Inspection Performed: Compression Test:Concrete 1 Field Data (ASTM C-31): Location of Placement: Median NE side of logyard Rd Sample Location: 50 feet from roundabout Contractor:ACI Subcontractor:FSCC- Supplier/Plant-'Miles/224 Qty Placed, Cu. Yd.:.: 40 +/-C.Y. Slump, Inches (ASTM C-143)or W/C Ratio:.6 I Concrete Temp, °F(ASTM C-1064): 71 _J Delivery Ticket 150285 Job Spec. Slump: N/A Ambient Temp, °F: 63 Truck#: M178 Air Content,%(ATSM C-231): 6.g Min Temp, °F: Batch Time: 11:28 AM Job Spec.Air: N/A Max Temp, °F: Sample Time: 12:05 PM Mix#and Proportions: - Cement, lbs.: Coarse Agg,lbs.: 7/8#57, 17,19000 Admixture, oz./cwt: MBAE90:52oz Flyash,lbs.: 1 Coarse Agg, lbs.: Admixture, oz./cwt: MBPOLY997: 349.0 oz Water,gals.: Coarse Agg, lbs.: Admixture, oz./cwt: Fine Agg,lbs.: Coarse Agg,lbs.: Admixture, oz./cwt: 5 Gallons of water were added H Prior to sampling Sample Type & Compression Test Results: Received 05/20/2020 Sample Set 1 of 1 Type of Compression Concrete(ASTM C-39) Test: Lab Tests: New Log Test Total Sample Sample Comp. Break ASTM ASTM # Age Date of Test Load Dim. Area(Sq. Strength Tested By Type C-617 C-1231 (Days) (Lbs.) (In.) In.) (PSI) 3686 7 05/26/2020 49,603 4.00 12.57 3,950 Ciara Macke 5 ❑ 3687 28 06/16/2020 60,039 4.00 12.57 4,780 Ciara Macke 2� ❑ 3688 28 06/16/2020 58,967 4.00 12.57 4,690]F Ciara Macke 2" ❑ 3689 28 06/16/2020 57,945 4.00 12.57 4,610 Ciara Macke 0 3690 H 0 ❑ ❑ REQ'D 28 4,000 Remarks: Please refer to field report of#F for further details and information pertaining to the concrete placement. Environmental•Geotechnical Engineering•Special Inspection •Non-Destructive Testing•Materials Testing Burlington101ympiaIBellinghamlSilverdalelTukwiIa 360.755.1990 www.mtc-inc.net MTA Park and Ride Development-19S145-01,0511912020,#C231456,Page 1 of 2 MATERIALS TESTING&CONSULTING,INC. Concrete was Red in color. (Average 28 day strength = 4690 PSI REPORTED BY:Jacob Talley REVIEWED BY: Cheryl Meredith,Lab Manager Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing Materials Testing BurlingtonjOlympialBellinghamlSilverdalelTukwila 360.755.1990 www.mtc-inc.net MTA Park and Ride Development-19S145-01,0511912020,#C231456,Page 2 of 2 MATERIALS TESTING i CONSULTING,INC- MTA Park and Ride Development - 19S145-01 - Compression Test: Concrete: Report #C231312 CLIENT SCJ Alliance DATE 05/18/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Weather Time Onsite: 11:45 Cloudy 60s J 05/18/2020 Conditions: �] —.— —1 Inspection Performed: Compression Test: Concrete Field Data (ASTM C-31): Location of Placement: .Median NE side of logyard Rd Sample Location: 50 feet from roundabout Contractor:ACI Subcontractor: FSCC Supplier/Plant: Miles/224 —� Qty Placed, Cu. —' I--j —� Yd: 40 +/-C.Y. Slump, Inches (ASTM C-143)or W/C Ratio: 6 Concrete Temp, °F(ASTM C-1064): 71 J Delivery Ticket 150285 Job Spec. Slump: N/A Ambient Temp, °F: 631 Truck#: M178 Air Content,%(ATSM C-231): 6.8 Min Temp, °F: Batch Time: 11:28 Job Spec.Air: N/A Max Temp, °F: Sample Time: 12:05 Mix#and Proportions: i 0442A+/-10.25 C.Y. Cement, lbs.: 5745 Coarse Agg,lbs.: 7/8#57, 17,19000 I Admixture, oz./cwt: MBAE90:52oz Flyash, lbs.: Coarse Agg,lbs.: Admixture, oz./cwt: MBPOLY997:349.0 oz Water, gals.: 268.8 Coarse Agg, lbs.: Admixture, oz./cwt: Fine Agg, lbs.: 13720 Coarse Agg,lbs.: Admixture, oz./cwt:' 5 Gallons of water were added 19 Prior to sampling Sample Type & Compression Test Results: Received 05/19/2020 Sample Set 1 of 1 Type of Compression Concrete(ASTM C-39) Test: Lab Tests: New Log Test Total Sample Sample Comp. Break ASTM ASTM # Age Date of Test Load Dim. Area(Sq. Strength Tested By Type C-617 C-1231 (Days) (Lbs.) (In.) In.) (PSI) L3660 7 05/25/2020 45,607 4.00 ]E12.57 3,630:]L Ciara Macke'---J'5 ❑ E661 28 06/15/2020 56,130 4.00 ]C12.57 4,470':]_ Ciara Macke=C2 ❑ [-3662 28 06/15/2020 57,069 4.00 ],,F-12.57 4,540:][ Ciara Macke--772 ❑ 3663 28 06/15/2020 54,940 4.00 12.57 4,376j Ciara Macke 2 0 j 3664 H 0 ❑ ❑ REQ-D 28 4,000 Remarks: Please refer to field report of#F for further details and information pertaining to the concrete placement. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing BurlingtonjOlympialBellinghamlSilverdalelTukwila 360.755.1990 www.mtc-inc.net MTA Park and Ride Development-19S145-01,0511812020,#C231312,Page I of 2 JMLJM MATERIALS TESTING&CONSULTING,INC. Concrete was Red in color. verage 28 day strength=4460 PSI REPORTED BY:Jacob Talley REVIEWED BY: Cheryl Meredith, Lab Manager Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing a Materials Testing Burlington I Olympia jBellinghamlSilverdalelTukwila 3 60.75 5.1990 www.mtc-inc.net MTA Park and Ride Development-19S145-01,05/18/2020,*C231312,Page 2 of 2 Materials Testing & Consulting, Inc. Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting Client: SO Alliance Date: June 1,2020 Address: 8739 Talton Lane NE,Suite 200 Project: MTA Park&Ride Development Lacey,WA 98516 Project#: 19S145-01 Attn: Patrick Holm Sample#: B20-0584 Revised on: Date Sampled: May 27,2020 As requested MTC,Inc.has performed the following test(s)on the sample referenced above.The testing was performed in accordance with current applicable AASHTO or ASTM standards as indicated below.The results obtained in our laboratory were as follows below or on the attached pages: Test(s)Performed: Test Results Test(s)Performed: Test Results X Asphalt Oil Content Pass/5.07% X Aggregate Gradation Pass/See Report X Rice Density154.3 pcf Fracture Count Sand Equivalent Uncompacted Void Content X Air Voids(Va) 3.3% X Voids mineral aggregate(VMA) 14.4% X Voids filled with asphalt(VFA) 76.8% If you have any questions concerning the test results,the procedures used,or if we can be of any further assistance please call on us at the number below. Respectfully Submitted, Meghan Blodgett-Carrillo NW Region Laboratory Manager Corporate—777 Chrysler Drive • Burlington,WA 99233 • Phone(360)755-1990 • Fax(360)755-1980 Regional Offices: Olympia—360.534.9777 Bellingham—360.647.6111 Silverdale—360.698.6787 Tukwila—206.241.1974 Visit our website:www.mtc-inc.net Materials Testing & Consulting, Inc. NwTE RinLS TESTING i CONSUlT1NG,ING Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting Asphalt Extraction Specs: 2018 WSDOT 9-03.8(6)3/8"HMA Sieve Percent Specs Specs Meets Date Sampled: 5/27/2020 Size Passing Min Max Specs? Project: MTA Park&Ride Development 3.00" Project#: 19S 145-01 2.50" Client: SO Alliance 2.00" Supplier: Tucci&Sons-McChord Plant 1.75" Sample#: B20-0584 1.50" Location: Plant at 31.7 tons 1.25" Test Results Specs 1.0011 %Asphalt by Ignition Process(ASTM D6307): 5.07% 4.9%-5.9% 3/4" 100% 99% 100% Yes Maximum Specific Gravity: 2.479 5/8" Maximum Unit Weight(ASTM D-2041),lbs/ft3: 154.3 1/2" 96% 90% 100% Yes %Fracture(ASTM D-5821): N/A 90%minimum 3/8" 90% 0% 90% Yes Volumetric Data Results 1/4" Ninitiat: 7 Air Voids(Va): 3.3% #4 58% NDesig": 75 VMA: 14.4% #8 38% 28% 58% Yes VFA: 76.8% #10 #16 #20 Extraction Results #30 120.0% '- #40 16% 100 0% #50 #60 80.0% � #80 c i #100 c bo.o% ; #200 6.5% 2.0% 7.0% Yes d � 6� 40.0% 20.0 x 0.0 0.01 0.10 1.00 10.00 100.00 Sieve Size(mm) ACCREDITED -- ---Minimum Mmcimum C.r6AaY V 1306.01,1386.02 t Test Results All results apply only to actual I«ations and nulcrials tr.lcd.:1s a mutual pn,lunon to<hents.the at+lic and.ur.clves,all rcpons arc submincd as dle confidrndal ptopeny ofclienta,and audlainrion[or publiuuaG ofarattmrnts,cwclusims a extracts ban a regarding our repnns is reserved pending nur wnnen appr—l. Remarks: MD190052;A/C-5.4% Reviewed by: Meghan Blodgett-Carrillo Corporate--777 Chrysler Drive Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 Regional Offices: Olympia—360.534.9777 Bellingham—360.647.6111 Silverdale—360.698.6787 Tukwila—206.241.1974 Visit our website:www.mtc-inc.net MATERIALS TESTING•CONSULTING,INC. MTA Park and Ride Development - 19S145-01 - Compression Test: Concrete: Report #C230323 CLIENT SCJ Alliance DATE 04/30/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: 07:00 Weather 'Overcast w/ocs. Sprinkling& Sun breaks. 04/30/2020 am Conditions: 50s° F Inspection Performed: Compression Test: Concrete Field Data (ASTM C-31): Location of Placement: Medians and outter part of roundabout Sample Location: North side of roundabout Contractor:ACI Subcontractor: FSCC Supplier/Plant:Miles/224 Qty Placed, Cu. 7 of 100 Slump, Inches (ASTM C-143) or W/C Ratio: g I Concrete Temp, °F (ASTM C-1064):,64 Delivery Ticket 149767 -� Job Spec. Slump: N/A Ambient Temp, °F: 50 Truck#: M095 ] Air Content, %(ATSM C-231): 7 , Min Temp, °F: Batch Time: 07:25 Job Spec.Air: N/A� Max Temp, °F: Sample Time: 08:1� Mix# and Proportions: 0422A/9.5 cy load/red colored concrete Cement, lbs.: 5,340 Coarse Agg, lbs.: 7/8 #57, 17,790 Admixture, oz./cwt: MBAE90: 48 oz Flyash, lbs.:[�-----i� Coarse Agg, lbs..�~- — i Admixture, oz./cwt: MBPOLY997: 324 oz Water, gals.: 238.3 Coarse Agg, lbs.:r Admixture, oz./cwt: Fine Agg, lbs.:;12,740 Coarse Agg, lbs.: Admixture, oz./cwt: 20 Gallons of water were added N Prior to sampling Sample Type & Compression Test Results: Received 05/01/2020 Sample Set 1 of 1 Type of Compression Concrete(ASTM C-39) Test: Lab Tests: New Log Test Total Sample Sample Comp. Break ASTM ASTM # Age Date of Test Load Dim. Area (Sq. Strength Tested By Type C-617 C-1231 (Days) (Lbs.) (In.) In.) (PSI) 3174 IL 7 1, 05/07/2020 51,299 4.00 2.57 4,080 Ciara Macke,' 5 ❑ 3175 28-]1'-05/28/2020 57,984 4.00 12.57 4,610 Ciara Macke 2 0 3176_�[_ 28 ]C05/28/2020 60,530 4.00 ][12.57 4,820 Ciara Macke 2 ❑ 3177A[_28 O5/28/2020 62,360 4.00 IF-12.57 4,960 Ciara Macke '1' 2 ❑ 3178�F H 0 ❑ ❑ REQ'D '28 4,000 Remarks: !Please refer to field report of#F230319 for further details and information pertaining to the concrete placement. Environmental•Geotechnical Engineering• Special Inspection • Non-Destructive Testing•:Materials Testing BurlingtonjOlympialBellinghamISilverdale jukwiIa 360.755.1990 MATERIALS TESTING&CONSULTING,INC. Concrete was Red in color. Average 28 day strength= 4800 PSI Images: n17 toll loll „oW. UPLOADED: 04/30/2020 09:41:24 REPORTED BY: Sam Hyatt Jr. REVIEWED BY: Cheryl Meredith,Lab Manager Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing BurlingtonjOlympialBeIlinghamISilverdalelTukwila 3 60.75 5.1990 A161K MATERIALS TESTING i CONsuLmNG,INC. MTA Park and Ride Development - 19S145-01 - IPD-Asphalt Compaction: Report #A231884 CLIENT SCJ Alliance DATE 05/26/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Weather Time Onsite: 1930 'Mostly Cloudy,, 50s to 60s*F 05/26/2020 Conditions: Inspection Performed: IPD-Asphalt Compaction Field Data: Supplier/ Tucci&Sons/McChord Plant Tons: +/-� Mat 123°F Air 55°F Plant: 161 1 Temp: Temp: Thickness in 2 Rice or Marshall F154�.2 ] Class: HMA Class Leveling: ❑ Wearing:inches: Dens.: 1/2" Field Tests: Test# Location/Station# U.L. Offset/ Reading Reading Avg. %Comp. %Regd. Dens. Depth #1 #2 1 50+00 WB jL BS 143.8 143.8 143.8 93.3 j 92 2 53+00 WB � BS 144.2-jj 144.2 144.2 C 93.5 92 3 C4+00 WB �F-�� B= 142.8 r 142.8 142.8 �C 92.6 92 4 F3+50 EB �� B�C45.4 J 145.4�C145.4�C 94 3 92 5 53+00 EB -�� BS ][:1i4 4 3 144.47C144.4 93.6 !jam 92 6 L2+00 EB 1=1F BS IF 142 7 7r 142.7 ' ___142.7 ( 92 5 92 7 C3+00 SB -�F777 BS J[ 144.6' 144.6 117144.6 E93.8 �92_ _ _148.4 L 96.2 i_ $ 14+00 SB �� BS ]C 148.4 -]i 148.4 L j_l 92 9 14+50 SB L BS 149.5 1_ 149.5 149.5 97_�][:: 92 10 1� 5+00 SB � j BS ]� 143.2 143.2 143.2 ��92.9�� 92 1115+50 SB �� BS ]� 144.8 ( 144.8 144.8 93.9 -92 12 16+00 SB �� BS ]� 144.4� 144.4 144.4 93.6 13 16+50SB ��i BS �� 146.0�' 146.0 146.0 ��94.7� 92 14 18+00 SB BS 143.4 143.4 93 92 15 18+50 SB �� BS 144.4_�] _144.4 j 144.4 E 93.6 16 19+50 SB - ( � BS -IF--IF- 146.2��46_2� 146.2 �4.8� j 92 Gauge Model/ Troxler 4640-B, Ser. #T1630 MS: 1428 DS: 4434 Serial#: Remarks: In-Place Density Testing -Asphalt: IMTC inspector onsite, as requested, to observe placement and perform in-place density testing on approximately 611 tons of Class 1/2" hot-mix asphalt(HMA)supplied by Tucci& Sons(McChord Plant). HMA was delivered by truck, placed into paver, and laid in one (1) lift.The lift(wearing lift), was placed at 2 inches. Compaction was achieved by vibratory drum roller and static roller. On 05/29/20, RICE value of 154.2 pcf determined based on MTC lab number B20-0553 sampled 5-20-20. WAQTC Testing Method B, (refer to AASHTO T 355 for more information),was used to determine conformance to WSDOT specifications of compaction. Environmental•Geotechnical Engineering•Special Inspection • Non-Destructive Testing* Materials Testing Burlington OlympialBellinghamlSilverdale jukwila 3 60.75 5.1990 MATERIALS TESTING&CONSULTING,INC. All areas tested met or exceeded the required minimum 92%relative compaction. To the best of MTC inspector's knowledge, the above-described work was performed in general accordance with project specifications and approved plans. Images: a UPLOADED: 05/27/2020 20:36:49 UPLOADED: 05/27/2020 20:36:52 REPORTED BY:Jacob Talley REVIEWED BY: Medhanie Tecle, Project Manager Environmental• Geotechnical Engineering• Special Inspection • Non-Destructive Testing* Materials Testing Burlington101ympialBelIinghamlSilverdale jukwila 360.755.1990 PK A961K NATWIALS TESTING!CONSULTING.INC. MTA Park and Ride Development - 195145-01 - IPD-Asphalt Compaction: Report #A232010 CLIENT SCJ Alliance DATE 05/27/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: 1930 Weather 05/27/2020 Conditions: Mostly Cloudy, 50s to 60s*F Inspection Performed: IPD-Asphalt Compaction Field Data: Supplier/ Tucci&Sons/McChord Plant Tons: +/ Mat 123°F Air 50-F� Plant: 380 Temp: Temp: �ff Thickness in 2 Rice or Marshall 154.3 Class: HMA Class Leveling: O Wearing: inches: Dens.: 1/2" Field Tests: Test# Location/Station# U.L. Offset/ Reading Reading Avg. %Comp. %Regd. Dens. Depth #1 #2 1 56+00 EB Lane BS 146.1 146.1 146.1 ]�94.7 �92------------- 2 (57+00 EB Lane -�j BS 144.8 iL 144.8 J 144.8 93.8 92 3 56+50 WB Lane BS 144.2 (�144.2�� 144.2 iF 93.5� 92 4 55+75 WB Lane BS 145.7�� 145.7 145.7 94.4 � 92 5 �12+00 NB Lane BS ! 142.5 142.5 JL 142.5]] 92.4 J 92 6 13+00 NB Lane B§___] 142.0 iL 142.0_�][ 142.0 ]E 92 A 92 7 F13+50 NB Lane BS7' 143.8 1E l43.8 1C 143.8 7C 93.2 1 92 $ 14+00 NB Lane -�� BS l 142.0 142.0 1E 142.0 92 IF 92 9 14+75 NB Lane _��F BS 145.8 �145.8 _jL 145.8 -�L 94.5 92 10 '15+00 NB Lane BS 146.3 146.3 146.3 94.8 92 0�� C C � 8 11 17+00 NB Lane BS 144.3 li 144.3 144.3 93.5 92 12 18+50 NB Lane �� BS 142.0 E1142.0 jF-142.0 92 92 13 19+50 NB Lane BS 143.5 EL143.5 J� 143.5 93 92 Gauge Model/ Troxler 4640-13, Ser. #T1630 MS: 1428 DS: 4434 Serial#: Remarks: In-Place Density Testing -Asphalt: IMTC inspector onsite, as requested, to observe placement and perform in-place density testing on approximately 380 tons �of Class 1/2" hot-mix asphalt(HMA) supplied by Tucci& Sons (McChord Plant). Asphalt placement final lift along B Line & Line (Continued from 5/26) HMA was delivered by truck, placed into paver, and laid in one (1)lift.The lift(wearing lift), was placed at 2 inches. Compaction was achieved by vibratory drum roller and static roller. On 05/29/20, RICE value of 154.3 pcf determined based on MTC lab number B20-0584 sampled 5-27-20 WAQTC Testing Method B, (refer to AASHTO T 355 for more information), was used to determine conformance to WSDOT specifications of compaction. All areas tested met or exceeded the required minimum 92%relative compaction. Environmental•Geotechnical Engineering•Special Inspection •Non-Destructive Testing• Materials Testing BurlingtonjOlympial Bel linghamlSilverdalejTukwila 360.755.1990 immmJFJKA13aAL i MATERIALS TESTING&CONSULTING,INC. To the best of MTC inspector's knowledge, the above-described work was performed in general accordance with project specifications and approved plans. Images: `i C UPLOADED: 05/29/2020 11:22:42 '°'°° UPLOADED: 05/29/2020 12:11:15 Environmental•Geotechnical Engineering Special Inspection•Non-Destructive Testing•Materials Testing Burlington 1Olympial Bel IinghamI Silverdale ITukwiIa 3 60.75 5.1990 .AN JWLM MATERIALS TESTING&CONSULTING,INC. UPLOADED: 05/29/2020 12:13:53 REPORTED BY:Jacob Talley REVIEWED BY: Medhanie Tecle, Project Manager Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burl ingtonjOlympialBellinghamiSilverdaleITukwila 360.755.1990 MATERIALS TESTING&CONSULTING,INC. MTA Park and Ride Development - 19S145-01 - Field Report: Concrete: Report #F231534 CLIENT SCJ Alliance DATE 05/19/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: 930 Weather Clear 63 05/19/2020 AM Conditions: Inspection Performed: Concrete Subcontractor: N/A Continuous or Periodic:'Continuous Sheets: Civil Drawings Location/Area: Median SE side of log Yard rd Details: Civil Drawings Level/Elevation: See drawings Approved Plans Dated: 11/06/2019 Remarks: _ CONCRETE PLACEMENT: Continuous MTC inspector on site, as requested, to observe the placement of approximately 80 CY of concrete with Mix Design ID #0442A supplied by Miles Sand and Gravel into medians. One set of six(4"x 8") cylinders was cast for compressive strength test specimens. Refer to Report#C231456 for field test results and for more information. Concrete was placed via truck chute and finished by hand. To the best of MTC inspector's knowledge, the above-described work was performed in general accordance with project specifications and approved plans. Images: w n yy .c s-„ A _ i ~UPLOADED: 05/20/2020 16:47:16 UPLOADED: 05/20/2020 16:48:02 Environmental•Geotechnical Engineering Special Inspection • Non-Destructive Testing*Materials Testing Burlington I Olympia lBeIIinghamI Silverdale ITukwiIa 360.755.1990 MATERIALS TESTING&CONSULTING,INC. REPORTED BY:Jacob Talley REVIEWED BY: Medhanie Tecle, Project Manager Environmental•Geotechnical Engineering•Special Inspection 9 Non-Destructive Testing•Materials Testing Burlington101ympialBellinghamlSilverdalelTukwila 360.755.1990 JNIIWL MATERIALS TESTING&CONSULTING,INC. MTA Park and Ride Development - 195145-01 - Field Report: Concrete: Report #F231425 CLIENT SCJ Alliance DATE 05/18/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: 9:45 Weather Clear 63 05/18/2020 AM Conditions: Inspection Performed: i Concrete r Subcontractor: N/A Continuous or Periodic: Continuous Sheets: Civil Drawings Location/Area: Median NE side of log Yard rd Details: Civil Drawings Level/Elevation: See drawings Approved Plans Dated: 11/06/2019 Remarks: CONCRETE PLACEMENT: Continuous MTC inspector on site, as requested, to observe the placement of approximately 80 CY of concrete with Mix Design ID #0442A supplied by Miles Sand and Gravel into medians. One set of six(4"x 8") cylinders was cast for compressive strength test specimens. Refer to Report#C231312 for field test results and for more information. Concrete was placed via truck chute and finished by hand. To the best of MTC inspector's knowledge, the above-described work was performed in general accordance with project specifications and approved plans. Images: 'w IL -: }•- �~ _.` ..., _ to N.:. i i Nk" _ s i 5 UPLOADED: 05/20/2020 16:34:37 UPLOADED: 05/20/2020 16:34:59 Environmental•Geotechnical Engineering Special Inspection • Non-Destructive Testing• Materials Testing Burl ington101ympialBeIIingharnISiIverdaleITukwiIa 360.755.1990 IMM - T&=- MATERIALS TESTING&CONSULTING,INC. REPORTED BY:Jacob Talley REVIEWED BY: Medhanie Tecle, Project Manager Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing BurlingtonjOlympialBellinghamlSilverdalelTukwila 360.755.1990 MATRRIALS MnNG•CONSULTING,INC. MTA Park and Ride Development - 19S145-01 - IPD-Soil Compaction: Report #D231068 CLIENT SCJ Alliance DATE 05/12/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: 10:45 Weather 50s cloudy 05/12/2020 AM Conditions: Inspection Performed: IPD-Soil Compaction Field Data: Work/Location: SR3 near Log Yard Rd Gauge Standard MS: 718 Equipment ID& Serial #: LTroxler 3440A, Ser.#22152 Gauge Standard DS: 2104 Test Samples: Sample #:Description: Proctor Vahte(pcf):Optimum Moisture and Oversize Rock Correction: 1.S19-2376 Well-graded Gravel with Sand, Crushed(GW) 144.8 7.1% TEST METHOD ® ASTM D-1557 /AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. Wet Dry Dens. Moist% Sample %Comp. %Regd. # Depth Dens. ll # 1 � BS 11+40 A Line FSG 149.2—]' 139.6 �r 6.9 _J� 1 ..�JI 96•.4_ ,. _ 95 2 BS 12+50 A Line IF FSG 147.5 137.7� L-7.1 J� 1 95 j 3 LB � FS S 53+50 B Line � G 147.8 138.1��7 ]E 1 95.4 95 4 54+00 B Line I FSG 147.7 r 137.4j 7.1 J[ 1 �4 95.2 r 95 5 r 2" 18+00ALine _ ��FSG 149.4_ 139.2'—�' 7.3 ]F 1 _ 96.1 _7_ 95 O Native Soils Soils consistent with Proctor O Yes O No ® Imported Fills Soils found to be firm and stable; and to the best of our knowledge, meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: In-Place Density Testing -Log Yard Rd&SR3 S Bound Lane Shoulder: MTC inspector onsite to perform density testing of CSBC placed as subgrade for the locations mentioned above. Material was placed in one lift approximately 8.5 inches and was compacted via vibratory drum roller. Inspector used Back Scat depth and 2 inch depth shots to verify material met requirements. All material appeared to be firm and unyielding and suitable for its intended use.All areas tested met or exceeded the required minimum 95%relative compaction. See test results for more information. Contractor was notified of results. To the best of MTC inspector's knowledge, the above-described work was performed in general accordance with project specifications and approved plans. Environmental•Geotechnical Engineering• Special Inspection • Non-Destructive Testing• Materials Testing Burl ingtonIOlympialBeIlinghamISilverdaleITukwila 360.755.1990 JML3ras MATERIALS TESTING&CONSULTING,INC. Images: AV monk �t a — 4 _ _ UPLOADED: 05/13/2020 20:11:16 ' UPLOADED: 05/13/2020 20:11:20 UPLOADED: 05/13/2020 20:11:23 REPORTED BY:Jacob Talley REVIEWED BY: Medhanie Tecle, Project Manager Environmental•Geotechnical Engineering•Special inspection•Non-Destructive Testing•Materials Testing Burlington 1OlympialBeIIinghamlSilverdalelTukwila 3 60.75 5.1990 MATERIALS TESTING&CONSULTING,INC. MTA Park and Ride Development - 195145-01 - IPD-Asphalt Compaction: Report #A231731 CLIENT SCJ Alliance DATE 05/20/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: 7:30 Weather Mostly Cloudy, 50s to 60s*F 05/20/2020 AM Conditions: Inspection Performed: IPD-Asphalt Compaction Field Data: �---- Supplier/ Tucci&Sons J Plant on 112th st Tacoma Tons: +/ Mat 171 1 of Air 60°F Plant: 750 Temp: Temp: Thickness in 2 Rice or Marshall 154.2 Class: HMA Class Leveling: ❑ Wearing: inches: Dens.: 1/2 Field Tests: Test# Location/Station# U.L. Offset/ Reading Reading Avg. %Comp. %Regd. Dens. Depth #1 #2 1 B line 56+00 BS �;¢ 144.7 E144.7 144.7 93.8 92___j 2 B Line 55+50 ^ B : 142.2 =142.2 JL_ 142.2 92.2 92 3 Cline 52+75 [:�BS 142.4 ��142.4 ��42.4 92.3 92 4 C line 53+50 BSµ 146.4 ,[_146.4 �C146.4 94.9 92 146.8 _ _ C146.8 ]C146.8 95.2 IE_92 5 C line 54+25 BS 6 C line 54+75 143.2 [::�143.2 ][143.2 92.9 ]E 92--] 7 C line 55+75 BS 145.4 '�145.4 � 145.4 94.3C 92 8 B Line 54+50, 1 st lift BS 146.2 146.2 146.2 94.8 J _92 9 B Line 54+00, 2nd lift �� BS 144.8 �144.8 144.8 �� 93.9 92 - _ Gauge Model/ Troxler 4640-B,Ser.#T1630 MS: 1428 DS: 4434 Serial#: Remarks: Jn-Place Density Testing-Asphalt: MTC inspector onsite, as requested, to observe placement and perform in-place density testing on approximately 750 tons of Class 1/2" hot-mix asphalt(HMA) supplied by Tucci& Sons (Tacoma plant on 112th st). I ;HMA was delivered by truck, placed into paver, and laid in one (1)lift. The lift(wearing lift), was placed at 2 inches. ;Compaction was achieved by vibratory drum roller and static roller. A preliminary RICE value of 154.5 pcf, provided by Tucci, was used for informational tests. Results of the informational density tests met or exceeded the required minimum 92%relative compaction based on the preliminary RICE value. Contractor was notified of the results. A sample of HMA, coldfeed&oil was taken at the Tucci's plant and was transported to MTC laboratory for testing. RICE value determined by MTC Lab from Sample #B20-0553 came out to be 154.2 pcf. Final results of the in-place density tests were then re-calculated based on the above RICE value as shown. IWAQTC Testing Method B, (refer to AASHTO T 355 for more information), was used to determine conformance to WSDOT Z ecifications of compaction. l areas tested met or exceeded the required minimum 92%relative compaction. Environmental•Geotechnical Engineering•Special Inspection • von-Destructive Testing a Materials Testing BurlingtonjOlympialBellinghamlSilverdaleITukwila 360.755.1990 To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: WPM won ow- too" rt j jL .L. ; UPLOADED: 05/25/2020 10:26:36 UPLOADED: 05/25/2020 10:26:39 a t i s UPLOADED: 05/25/2020 10:28:48 UPLOADED: 05/25/2020 10:27:22 Environmental•Geotechnical Engineering Special Inspection•Non-Destructive Testing•Materials Testing Burl ington101ympialBellinghamlSilverdaleITukwila 360.755.1990 MATERIALS TESTING&CONSULTING,INC. a-1 eu m-q g.L111 t ttrK 9U'r a-9 �k Jt W_x• � «.ae CiMfE w�m IN gel V15 W&W,4X/XW i wo RHl X.x in lift",I �.. aW"n_i i [ is UPLOADED: 05/25/2020 10 29:11 REPORTED BY:Jacob Talley REVIEWED BY: Medhanie Tecle, Project Manager Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing BurlingtonjOlympialBellinghamlSilverdalelTukwila 360.755.1990 4W Materials Testing & Consulting, Inc . Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting N TE41�lf [fTINO f CONSU Nc,INC. Client: SCJ Alliance Date: May 22,2020 Address: 8739 Talton Lane NE,Suite 200 Project: MTA Park&Ride Development Lacey,WA 98516 Project#: 19S145-01 Attn: Patrick Holm Sample#: B20-0553 Revised on: Date Sampled: May 20,2020 As requested MTC,Inc.has performed the following test(s)on the sample referenced above.The testing was performed in accordance with current applicable AASHTO or ASTM standards as indicated below.The results obtained in our laboratory were as follows below or on the attached pages: Test(s)Performed: Test Results Test(s)Performed: Test Results X Asphalt Oil Content Pass/5.25% X Aggregate Gradation :Pass/See Report X Rice Density154.2 pcf X Fracture Count Pass/100% X Sand Equivalent Pass/58 X Uncom acted Void Content Pass/45% X Air Voids(Va) 1 3.7% X Voids mineral aggregate(VMA) 15.0% X Voids filled with asphalt(VFA) 1 75.2% If you have any questions concerning the test results,the procedures used,or if we can be of any further assistance please call on us at the number below. (/�14 Respectfully Submitted, Meghan Blodgett-Carrillo WABO Supervising Laboratory Technician Corporate--777 Chrysler Drive Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 Regional Offices: Olympia—360.534.9777 Bellingham—360.647.6111 Silverdale—360.698.6787 Tukwila—206.241.1974 Visit our website:www.mtc-ine.net Materials Testing & Consulting, Inc. Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting Asphalt Extraction Specs: 2020 WSDOT 9-03.8(6)1/21'AMA Sieve Percent Specs Specs Meets Date Sampled: 5/20/2020 Size Passing Min Max Specs? Project: MTA Park&Ride Development 3.00" Project#: 19S 145-01 2.50" Client: SO Alliance 2.00" Supplier: Tucci&Sons 1.75" Sample#: B20-0553 1.50" Location: Plant at 32.02 tons 1.25" Test Results Specs 1.001t %Asphalt by Ignition Process(ASTM D6307): 5.25% 4.9%-5.9% 3/4" 100% 99% 100% Yes Maximum Specific Gravity: 2.477 5/8" Maximum Unit Weight(ASTM D-2041),lbs/113: 154.2 1 1/2" 92% 90% 100% Yes %Fracture(ASTM D-5821): 100.0% 90% minimum 3/8" 90% 0% 90% Yes Volumetric Data Results 1/4" Ninin.l: 7 Air Voids(Va): 3.7% #4 58% NDesign 75 VMA: 15.0% #8 39% 28% 58% YCS VFA: 75.2% #10 #16 #20 Extraction Results #30 t 2a.0% #40 17% t 00.0% #50 #60 80.0% #80 •• i #100 0 60.0% � a i #200 7.0% 2.014, 7.0% Yes 1\ 40.0% 20.0% 0.0% 0.01 0.10 1 rm 10.00 100.00 ACCREDITED Sieve Size(mm) ---•Minimum Maximum eelrfare*1366 01,1356 oa +Test Results All results apply onty m actual locations and materials tested.As a Mutual protection to clients.the public and ourselves,a0 rep"art submitted as the confidential property ofelimes,=0 autharintion fen publication of aratemenis,concluaioos m extracts from or regmding our repnns is owned pending our written approval. Remarks: MD190052;A/C-5.4% i Reviewed by: C Meghan Blodgett-Carrillo Corporate-777 Chrysler Drive • Burlington,WA 98233 a Phone(360)755-1990 • Fax(360)755-1980 Regional Offices: Olympia-360.534.9777 Bellingham-360.647.6111 Silverdale-360.698.6787 Tukwila-206.241.1974 Visit our website:www.mtc-inc.net 'Materials Testing & Consulting, Inc. j&= Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting MATERIALS TESTING&CONSULTING,INC. Sand Equivalent Report Project: MTA Park&Ride Development Date Sampled: May 20,2020 Project#: 19S145-01 Sampled By: J.Talley Client: SO Alliance Date Tested:May 21,2020 Source:Tucci&Sons Tested By: A.Eifrig Sample#: B20-0553 Sand E uivalent-ASTM D-2419,AASHTO T-176 Temperature of Solution: ACCREDITED C rgate t:1366.01,1366.02 Sand Equivalent=(Sand Reading/Clay Reading)x 100 #1 #2 #3 Clay Reading: Sand Reading: Time: 20 mins 20 mins 20 mins Sand Equivalent: 58 57 n/a Average Sand Equivalent: 57.5 Adjusted Sand Equivalent: 58 Required Sand Equivalent: — All result,apply only Io actual 1-1,ns and materials tested.As a mutual prmenion to clients,the public and mrael e,all reports are submitted as the confidential property of clients,and authorintm for publication of statements,eonchuiotN or extracts 6om or regarding our reports is reserved pending our written approval. Comments: Sample surpasses minimum requirement. Reviewed by: Meghan Blodgett-Carrillo Corporate—777 Chrysler Drive • Burlington,WA 98233 R Phone(360)755-1990 • Fax(360)755-1980 Regional Offices: Olympia—360.534.9777 Bellingham—360.647.6111 Silverdale—360.698.6787 Tukwila--206.241.1974 Visit our website:www.mtc-inc.net Materials Testing & Consulting, Inc. Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting MATERIALS TESTING{CONSULTING,INC. Uncompacted Voids Report Project:MTA Park&Ride Development Date Sampled: 5/20/2020 Project#: 19S145-01 Sampled By:J.Talley Client: SCJ Alliance Date Tested: 5/22/2020 Source: Tucci&Sons Tested By: A.Eifiig Sample#: B20-0553 Uncompacted Void Content-ASTM C-1252,AASHTO T-304 Method A: X Method B: Method C: Run#1 Run#2 T:Mass of Measure,g: 185.80 185.80 M:Mass of Aggregate&Measure,g: 329.80 328.90 ACCREDITED Certificate is 1366.01,1366.02 F:Net Mass of Fine Aggregate,g: 144.00 143.10 V:Volume of Measure: 99.8 99.8 G:Bulk Specific Gravity: 2.628 2.628 %Voids: 45% 45% Average Uncompacted Voids%: 45% Required Uncompacted Voids%: 40% Calculations: Void Content: Voids%=V-(F/G)/V a 100 Where: F=Net Mass,g,of Fine Aggregate V=Volume of Cylindrical Measure,mL G=Bulk Specific Gravity s a app y o y c a s es a mu p ec I c lev I arse es, s are su vu a as a con I en la proper y o c len s, n au Orlin ion or pu Ica Ion o,Ia emen s,ionc us—or ix mi a m reports m or regarding our is reserved peed ng our written approval. Comments: Sample surpasses minimum requirement. Reviewed by: Meghan Blodgett-Carrillo Corporate—777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 Regional Offices: Olympia—360.534.9777 Bellingham—360.647.6111 Silverdale—360.698.6787 Tukwila—206.241.1974 Visit our website:www.mtc-inc.net MATERIALS TESTING&CONSULTING,INC. MT'A Park and Ride Development - 195145-01 - Field Report: Concrete: Report #F230319 CLIENT SCJ Alliance DATE 04/30/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: 07:00 Weather Overcast w/ocs. Sprinkling &sun breaks. 04/30/2020 AM Conditions: 50s° F Inspection Performed: Concrete Subcontractor: FSCC Continuous or Periodic:'Continuous Sheets: Civil Drawings Location/Area: Colored concrete for roundabout and median SOG Details: Civil Drawings Level/Elevation: See drawings , Approved Plans Dated: 11/06/2019 Remarks: SLIP DOWEL EPDXY VERIFICATION: Periodic Inspection MTC inspector on site, as requested, to verify placement and instillation of epoxied slip dowels for truck apron SOG connection. Slip dowels were epoxied prior to MTC inspector's arrival. The slip dowels were installed on an earlier date at an embodiment of 10" at 12" o.c. (See pictures below). NOTEWORTHY ITEM: No epoxy used, size of hole, or hole cleanliness was able to be verified by MTC inspector as the slip dowels were installed prior to arrival. REINFORCING STEEL: Periodic Inspection MTC inspector observed the placement of ASTM A615 -Grade 60 reinforcing steel for corner connections of the Truck Apron. Reinforcing steel for the edges of the Truck Apron were of the right size, spacing, clearances, distances, clear cover, consistancy, and amounts. Reinforcing steel was lifted into center of Truck Apron SOG while concrete was being placed. CONCRETE PLACEMENT: Continuous Inspection MTC inspector on site, as requested, to observe the placement of approximately 100 +/-CY of concrete with Mix Design ID #0442A supplied by Miles Sand and Gravel into sidewalk&truck aprons for roundabout and medians. One set of six(4"x 8") cylinders was cast for compressive strength test specimens. Refer to Report#C230323 for field test results and for further information. Concrete was placed via pump truck, consolidated via high-frequency mechanical vibrator, and was finished by hand. To the best of MTC inspector's knowledge, the above-described work was performed in general accordance with project Environmental•Geotechnical Engineering• Special Inspection • Non-Destructive Testing• Materials Testing Burlington10lympialBelIingharnISiIverdaleITukwiIa 360.755.1990 e � specifications and approved plans. Images: Sul J. !'f9 O • i p.x • • • • 'a i b UPLOADED: 04/30/2020 09:32:02 UPLOADED: 04/30/2020 09:31:31 6 F� y 5 UPLOADED: 04/30/2020 09:32:04 UPLOADED: 04/30/2020 09:32:36 ,1 d .tom UPLOADED: 04/30/2020 09:32:38 UPLOADED: 04/30/2020 09:33:06 Environmental•Geotechnical Engineering•Special Inspection a Non-Destructive Testing•Materials Testing BurlingtonjOlympialBellinghamlSilverdaleI Tukwila 3 60.75 5.1990 r - • MATERIALS TESTING&CONSULTING,INC. r UPLOADED: 04/30/2020 09:33:39 UPLOADED: 04/30/2020 09:33:41 UL AAA a F. a, Y}` UPLOADED: 04/30/2020 09:34:29 UPLOADED: 04/30/2020 09:34:32 -- ,�now- r� UPLOADED: 04/30/2020 09:35:00 UPLOADED: 04/30/2020 09:35:03 REPORTED BY: Sam Hyatt Jr. REVIEWED BY: Medhanie Tecle,Project Manager Environmental•Geotechnical Engineering*Special Inspection a Non-Destructive Testing•Materials Testing Burlington IOlympialBellinghamI Silverdale ITukwila 3 60.75 5.1990 !R A961K MATERIALS TEBnNG a CONfULnNG,INC. MTA Park and Ride Development - 19S145-01 - Field Report: Concrete: Report #F230319 CLIENT SCJ Alliance DATE 04/30/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: 07:00 Weather Overcast w/ocs. Sprinkling &sun breaks. 04/30/2020 AM Conditions: 50s° F t Inspection Performed: Concrete Subcontractor: FSCC Continuous or Periodic: Continuous Sheets: Civil Drawings Location/Area: Colored concrete for roundabout and median SOG Details: Ci ]vt Drawings Level/Elevation: See drawings Approved Plans Dated:'11/06/2019 Remarks: SLIP DOWEL EPDXY VERIFICATION: Periodic Inspection MTC inspector on site, as requested, to verify placement and instillation of epoxied slip dowels for truck apron SOG connection. Slip dowels were epoxied prior to MTC inspector's arrival The slip dowels were installed on an earlier date at an embedment of 10" at 12" o.c. (See pictures below). NOTEWORTHY ITEM: No epoxy used, size of hole, or hole cleanliness was able to be verified by MTC inspector as the slip dowels were installed prior to arrival. DUE TO NO INSPECTION OF THE EPDXY SLIP DOWELS INSTALLED PRIOR TO MTC ARRIVAL, THIS REPORT SHOULD BE REVIEWED AND ACCEPTED BY THE ENGINEER OF RECORD/REGISTERED DESIGN PROFESSIONAL. REINFORCING STEEL: Periodic Inspection MTC inspector observed the placement of ASTM A615 -Grade 60 reinforcing steel for corner connections of the Truck Apron. Reinforcing steel for the edges of the Truck Apron were of the right size, spacing, clearances, distances, clear cover, consistancy, and amounts. Reinforcing steel was lifted into center of Truck Apron SOG while concrete was being placed. CONCRETE PLACEMENT: Continuous Inspection MTC inspector on site, as requested, to observe the placement of approximately 100 +/-CY of concrete with Mix Design ID #0442A supplied by Miles Sand and Gravel into sidewalk&truck aprons for roundabout and medians. One set of six(4"x 8")cylinders was cast for compressive strength test specimens. Refer to Report#C230323 for field test results and for further information. Concrete was placed via pump truck, consolidated via high-frequency mechanical vibrator, and was finished by hand. Environmental•Geotechnical Engineering• Special Inspection • Non-Destructive Testing•Materials Testing Burlington IOlympialBelIinghamISilverdalelTukwiIa 3 60.75 5.1990 JMLM _! MATERIALS TESTING&CONSULTING,INC. To the best of MTC inspector's knowledge, the above-described work was performed in general accordance with project specifications and approved plans. Images: - i,1 � • • 9t_ • UPLOADED: 04/30/2020 09:32:02 r • UPLOADED: 04/30/2020 09:31:31 UPLOADED: 04/30/2020 09:32:04 UPLOADED: 04/30/2020 09:32:36 4; UPLOADED: 04/30/2020 09:32:38 UPLOADED: 04/30/2020 09:33:06 Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burl ingtonjOlympialBellinghamlSilverdalelTukwila 360.755.1990 MATERIALS TESTING&CONSULTING,INC. ar.Y°- ..;.:fir --•—,. � ^ •cam UPLOADED: 04/30/2020 09:33:39 UPLOADED: 04/30/2020 09:33:41 UPLOADED: 04/30/2020 09:34:29 UPLOADED: 04/30/2020 09:34:32 1 UPLOADED: 04/30/2020 09:35:00 UPLOADED: 04/30/2020 09:35:03 REPORTED BY: Sam Hyatt Jr. REVIEWED BY: Medhanie Tecle, Project Manager Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlington101ympialBellinghamlSilverdalelTukwila 360.755.1990 t Materials Testing & Consulting, Inc. �. Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting Client: SJC Alliance Date: May 13,2020 Address: 8739 Tallon Lane NE Project: MTA Park& Ride Development- Belfair Lacey,WA.98516 Project#: 19S145-01 Attn: Patrick Holm Sample#: S20-0230 Revised on: Date Sampled: May 5,2020 As requested MTC,Inc.has performed the following test(s)on the sample referenced above.The testing was performed in accordance with current applicable AASHTO or ASTM standards as indicated below.The results obtained in our laboratory were as follows below or on the attached pages: Test(s)Performed: Test Results Test(s)Performed: Test Results X Asphalt Oil Content Pass/5.4 X Aggregate Gradation Pass/See report X Rice Density 156.7 PCF X Fracture Count Pass/100% X Sand Equivalent Pass/75 X Uncompacted Void Content Pass/47 Air Voids(Va) Voids mineral aggregate(VMA) Voids filled with asphalt(VFA) If you have any questions concerning the test results,the procedures used,or if we can be of any further assistance please call on us at the number below. Respectfully Submitted, Cheryl Meredith WABO Supervising Laboratory Technician Corporate—777 Chrysler Drive • Burlington,WA 99233 • Phone(360)755-1990 • Fix(360)755-1"0 Regional Offices: Olympia—360.534.9777 Bellingham—360.647.6111 Silverdale—360.698.6787 Tukwila—206.241.1974 Visit our website:www.mtc-inc.net Materials Testing & Consulting, 1qM= Geotechnical Engineering • Special Inspection • Materials Testing - Environmental Consulting "anaatusresTM a COMM11ING,"M Asphalt Extraction Specs: 2020 WSDOT 9-03.8(6) 1/2"HMA Sieve Percent Specs Specs Meets Date Sampled: 5/5/2020 Size Passing Min Max Specs? Project: MTA Park& Ride Development- Belfair 3.00" Project#: 19S 145-01 2.50" Client: SJC Alliance 2.00" Supplier: Granite Construction 1.75" Sample#: S20-0230 1.50" Location: Plant at 27 tons 1.25" Test Results Specs 1.001, %Asphalt by Ignition Process(ASTM D6307-98): 5.41% 4.7%-5.7% 3/4" 100% 99% 100% Yes Maximum Specific Gravity: 2.518 5/8" Maximum Unit Weight(ASTM D-2041),lbs/ft3: 156.7 1/2" 91% 90% 100% Yes %Fracture(ASTM D-5821): 100.0% 90%min 3/8" 83% 0% 90% Yes Volumetric Data Results 1/4" Ninitial: N/A Air Voids(Va): N/A #4 60% NDe,ip: N/A VMA: N/A #8 39% 28% 58% Yes VFA: N/A #10 #16 26% Extraction Results #20 12 #30 18% #40 1 #50 11% #60 0.8 #80 S 0.6 #100 7% l #200 5.6% 2.0% 7.0% Yes 0.4 0.2 0110 w 0.00 0.01 0.10 1.00 ---Minimum ---- a Sleve Size(MM) ---•---Maximum ACCREDITED f—Test Results GNficeEe i 1388.M.1366.02 All results apply only to umal locations and materials tested A a momal pro[ection to clients.the public and o—1,es.all r yorts nre snbmined u the—fidential properry of clients,and autborimrion for public—,of s mmm.conclusions or extracts fiom or regarding our reports is reserved pevding our wrinev approval. Remarks: Reviewed by: Cheryl Meredith WABO Supervising Laboratory Technician Corporate—777 Chrysler Drive • Burlington,WA 98233 Phone(360)755-1990 • Fax(360)755-1980 Regional Offices: Olympia—360.534.9777 Bellingham—360.647.6111 Silverdale—360.698.6787 Tukwila—206.241.1974 Visit our website:www.mtc-inc.net #Aaterial Testing & Consulting, Inc. M'FC s T g g, Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting Sand Equivalent Report Project: MTA Park& Ride Development- Belfair Date Sampled: May 5,2020 Project#: 19S145-01 Sampled By: J.Talley Client: SJC Alliance Date Tested: May 11,2020 Source: Granite Construction Tested By: S.Bennett Sam le#: S20-0230 Sand Equivalent-ASTD1 D-2419,AASHTO T-176 Temperature of Solution 75S ACCREDITED Certificate is 1366 01,1366.02 Sand Equivalent=(Sand Reading/Clay Reading)x 100 #1 #2 43 Clay Reading: ni a Sand Reading: 3.8 � Time: 20 mins 20 mins 20 mins Sand Equivalent: 76 73 n/a Average Sand Equivalent: 74.5 Adjusted Sand Equivalent: 75 Required Sand Equivalent: 43 All results apply only to acwal locations and materiels jested As a nulunl pro on to d-ts,the public and ourselves,all reports ere s,b,nin,d as the confidential property cf dt—.and aclhorizunoo for publication of stetemevts.conclusion or exo--from or regarding our repom is reserved pending our wrinen appro,all Comments: This sample surpasses the minimum requirement. Reviewed by: Cheryl Meredith WABO Supervising Laboratory Technician Corporate—777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 Regional Offices: Olympia—360.534.9777 Bellingham—360.647.6111 Silverdale--360.698.6787 Tukwila—206.241.1974 Visit our website:www.mtc-inc.net Materials Testing & Consulting, I MATtR1AL4 TESTING 1 CONSULTING,INC. Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting Uncompacted Voids Report Project: MTA Park& Ride Development- Belfair Date Sampled: 5/5/2020 Project#: 19S145-01 Sampled By: J.Talley Client: SJC Alliance Date Tested: 5/11/2020 Source: Granite Construction Tested By: S.Bennett Sam le#: S20-0230 Uncompacted Void Content-ASTM C-1252,AASHTO T-304 Method A. X Method B: Method C: Run#1 Run#2 T: Mass of Measure,g: 247.80 247.80 pCCREDITED� M: Mass of Aggregate&Measure,g: 389.80 389.80 F:Net Mass of Fine Aggregate,S�e ate 142.00 142.00 CeRffiwe F 1366 01 1366,02 V: Volume of Measure: 99.8 99.8 G: Bulk Specific Gravity: 2.671 2.671 %Voids: 47% 47% Average Uncompacted Voids%: 47% Required Uncompacted Voids%: 44% Calculations: Void Content: Voids%=V-(F/G)/V*100 Where: F=Net Mass,g,of Fine Aggregate V=Volume of Cylindrical Measure,mL G=Bulk Specific Gravity e u app on y ma oval u a pecro on Won., a publican ourse ves. rep areo su ml as a con r rn a prop a rn ,an auorlm on or pu on ca o s mrn,mnc uswns or om ur regarding our reports is reserved pending our written apprs m Comments: Thistle sasses the minimum requirementthe minimum requirement. Reviewed by: Cheryl Meredith WABO Supervising Laboratory Technician Corporate—777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 Regional Offices: Olympia—360.534.9777 Bellingham—360.647.6111 Silverdale--360.698.6787 Tukwila—206.241.1974 Visit our website:www.mtc-inc.net immWEIVU MATERIALS TESTING&CONSULTING,INC. MTA Park and Ride Development - 19S145-01 - Compression Test: Concrete: Report #C229044 CLIENT SCJ Alliance DATE 04/07/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Weather p Time Onsite: 8:30 �1_0 dy,40's*F 04/07/2020 Conditions: u_ Inspection Performed: Compression Test Concrete Field Data (ASTM C-31): Location of Placement: Medians and inner part of roundabout -� Sample Location: North side of roundabout Contractor:ACI Subcontractor:�_— 'Suppliermant: Miles/224 +� Qty Placed, Cu. 24, 10 C.Y. Slump, Inches (ASTM C-143) or W/C Ratio: 4.25 Concrete Temp, °F(ASTM C-1064): 73 Yd.: +/- j_J Delivery Ticket 149400 Job Spec. Slump: N/A Ambient Temp, °F:142 Truck#: M121 Air Content,%(ATSM C-231): 5.1] Min Temp, °F: Batch Time: 9;3g Job Spec.Air: N/A] Max Temp, °F:'� Sample Time: 10:15 Mix# and Proportions: 1 0442A approximately 10 C.Y. Cement, lbs.: 5645 Coarse Agg, lbs.: 7/8 #57, 18560 Admixture, oz./cwt: MBAE90, 50oz Flyash, lbs.: Coarse Agg, lbs.:[ j Admixture, oz./cwt: MB POLY 997, 240oz Water, gals.:,269.2 Coarse Agg, lbs.: ] Admixture, oz./cwt:j Fine Agg, lbs.: 13280 1 Coarse Agg, lbs.: ] Admixture, oz./cwt:�- 10 Gallons of water were added ® Prior to sampling Sample Type & Compression Test Results: Received 04/09/2020 Sample Set 1 of 1 Type of Compression ncrete(ASTM C-39) Test: Lab Tests: Test Total Sample Sample Comp. New Log Age Date of Test Load Dim. Area (Sq. Strength Tested By Break ASTM ASTM # (Days) (Lbs.) (In.) In.) (PSI) Type C-617 C-1231 2588 -JL 3 IL 04/10/2020 35,511 4.00 ] 12.57 2,830 F. Ciara Macke 57 ❑ 2589 7 94/14/2020 54,285 4.00 1 12.57 4,320I Ciara Macke 5� 0 2590 28 05/05/2020 68,815 4.00 ] 12.57 5,480 Ciara Macke -]= ❑ 2591 28 05/05/2020 1,_67,515 4.00 ] 12.57 5,370 Ciara Macke ❑ 2592 28 05/05/2020 '64,549 4.00 ] 12.57 5, 41 Ciara Macke ]02 ❑ 2593 �� — � ❑ ❑ REQ'D 28 4,000 Remarks: Environmental•Geotechnical Engineering• Special Inspection lion-Destructive Testing•:Materials Testing BurlingtonjOlympialBellinghamlSilverdalelTukwila 360.755.1990 JML3M MATERIALS TESTING&CONSULTING,INC. Please refer to field report*F229043 for further details on concrete placement Average 28 day strength = 5330 PSI REPORTED BY:Jacob Talley REVIEWED BY: Cheryl Meredith, Lab Manager Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlington 1Olympial Bellingham I Silverdale ITukwiIa 360.755.1990 MATERIALS TESTING&CONSULTING,INC. MTA Park and Ride Development - 19S145-01 - Compression Test: Concrete: Report #C230323 - DRAFT CLIENT SCJ Alliance DATE 04/30/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: 07:00 Weather .Overcast w/ocs. Sprinkling& Sun breaks 04/30/2020 am Conditions: 50s° F Inspection Performed: Compression Test: Concrete Field Data (ASTM C-31): Location of Placement: Medians and outter part of roundabout Sample Location: North side of roundabout Contractor:ACI Subcontractor: FSCC Supplier/Plant:Miles/224 Qty Placed, Cu. 7 of 100 Slump, Inches (ASTM C-143) or W/C Ra 6 Concrete Temp, °F(ASTM C-1064): 641 Delivery Ticket 149767 Job Spec. Slump: N ' Ambient Temp, °F: 50 Truck#: M095 Air Content,% (ATSM C-231) Min Temp, °F: Batch Time: 07:25 Job Spec.Air:, Max Temp, °F:'s Sample Time: 08:15 Mix# and Proportions: 0422A/9.5 cy load/red colored concrete Cement, lbs.:15,340 Coarse Agg, lbs.: 7/8 57, 17,790 Admixture, oz./cwt: MBAE90: 48 oz____7 Flyash, lbs.:r Coarse Agg, lbs.: Admixture, oz./cwt: MBPOLY997: 324 oz Water, gals.: 238.3 C&Arse Agg, lbs.: Admixture, oz./cwt:: '] Fine Agg, lbs.: 12,740 Coarse Agg, lbs.: —� Admixture, oz./cwt: 20 Gallons of water were add* ® Prior to sampling Sample Type & Compression Test Results: Received 05/01/2020 Sample Set 1 of 1 Type of Compression Test: Concrete(ASTM C-39) Lab Tests: Test Total Sample Sample Comp. New Log Age Date of Test Load Dim. Area (Sq. Strength Tested By Break ASTM ASTM # (Days) (Lbs.) (In.) In.) (PSI) Type C-617 C-1231 3174 7 1l 05/07/2020 51,299 4.00 _JL_ 12.57 jL4,080 Ciara Macke 1' 51 ❑ 3175� - 28�1 05/28/2020 _JL_��__]��(- -I; 0� ❑ ❑ MAIL 28�[ 05/28/202011��r �I�-�--__ �[ 0, ❑ ❑ 317�[ 28__�]'[ 28/05/ 2020]��— �� 0--:] ❑ ❑ 3178 Ham' ��—��1h�1 �� 0 ❑ ❑ REQ'D 28 4,000 Remarks: Please refer to field report of#F230319 for further details and information pertaining to the concrete placement. Environmental•Geotechnical Engineering•Special Inspection • Non-Destructive Testing•Materials Testing Burlington101ympialBeIIinghamISiIverdaIeITukwiIa 360.755.1990 Concrete was Red in color. ages: • i',f • ! f�lc1 Iq� • I rA i ! • A ! • d i • s ! i ! UPLOADED: 04/30/2020 09:41:24 REPORTED BY: Sam Hyatt Jr. REVIEWED BY: , Environmental • Geotechnical Engineering.Special Inspection•Non-Destructive Testing•Materials Testing BurlingtonjOlympialBellinghamlSilverdalelTukwila 3 60.75 5.1990 1 JML 133PL MATERIALS TESTING&CONSULTING,INC. MTA Park and Ride Development - 19S145-01 - Compression Test: Concrete: Report #C229142 CLIENT SCJ Alliance DATE 04/08/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: 8:00 Weather C1� oudy, 40's*F 04/08/2020 Conditions: L_ Inspection Performed: Compression Test: Concrete Field Data (ASTM C-31): Location of Placement: Medians and outter part of roundabout Sample Location: North side of roundabout Contractor:ACI Subcontractor r Supplier/Plant: Miles/224-1 Qty Placed, Cu. 10 C.Y. +/- Slump, Inches (ASTM C-143) or W/C Ratio: 5 Concrete Temp, °F(ASTM C-1064): 68 Yd.. J Delivery Tick#t 149426 Job Spec. Slump: N/A Ambient Temp, °F: 39 j Truck#: M121 Air Content,%(ATSM C-231): 5.1 Min Temp, °F: Batch Time: 8:50 Job Spec.Air: N/A Max Temp, °F: Sample Time: _9_15 Mix# and Proportions: 0442a approximately 10 C.Y. Cement, lbs.:(5535 Coarse Agg, lbs.: 7/8#57, 18670 Admixture, oz./cwt: MBAE90, 50oz Flyash, lbs.: j Coarse Agg, lbs.:1 Admixture, oz./cwt: MB POLY 997, 340 oz Water, gals.:1257.5 Coarse Agg, lbs.: j Admixture, oz./cwt:j Fine Agg, lbs.: 13600 Coarse Agg, lbs.:C —� Admixture, oz./cwt:[--� 15 Gallons of water were added H Prior to sampling Sample Type & Compression Test Results: Received 04/09/2020 Sample Set 1 of 1 Type of Compression 'Concrete(ASTM C-39) Test: Lab Tests: Test Total Sample Sample Comp. New Log Age Date of Test Load Dim. Area (Sq. Strength Tested By Break ASTM ASTM # (Days) (Lbs.) (In.) In.) (PSI) Type C-617 C-1231 2642 3 04/11/2020 47,282 4.00_JE 12.57 C3,760 Ciara Macke ��J ❑ 2643 �=C4/15/2020 54,252 4.00 ]F_12.57 _JC4,320 Ciara Macke 5 ❑ 2644-1 28 [05/06/2020 66,214 4.00 �[ 12.57 �E5,270 Ciara Macke L_41 ❑ 2645 28 05 6-/2020 68,092 4.00 12.57 ID,420 Ciara Macke 2 0 2646�] 28 E05/06/2020 67,203 4.00 12.57 jC5,350 Ciara Macke 2 ❑ 2647 H 0 ❑ ❑ REQ'D 28 4,000 Remarks: Environmental •Geotechnical Engineering•Special Inspection • Non-Destructive Testing•Materials Testing Burl ingtonjOlympialBellinghamI Silverdale ITukwila 360.755.1990 I MATERIALS TESTING&CONSULTING,INC. Please refer to field report of same date for further details on concrete placement Average 28 day strength = 5350 PSI REPORTED BY:Jacob Talley REVIEWED BY: Cheryl Meredith, Lab Manager Environmental•Geotechnical Engineering• Special Inspection • :Son-Destructive Testing•Materials Testing Burl ingtonjOlympialBellinghamlSilverdale jukwila 360.755.1990 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consultingaryac.++�� MTA Park and Ride Development - 19S145-01 - IPD-Soil Compaction: Report #D226087 CLIENT SCJ Alliance DATE 03/02/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: 11:00 Weather Sunny, 50's*F 03/02/2020 AM Conditions: .L Inspection Performed: IPD-Soil Compaction Field Data: Work/Location: See belowGauge Standard MS: 10183 Equipment ID&Serial#: CPN MC-1,Ser.#MD50302506 !Gauge Standard DS: 29648 Test Samples: Sample#: Description:Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: 1.S19-226087 CSBC 144.8 7.1% TEST METHOD o ASTM D-1557 /AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. Wet Dry Dens. Moist% Sample %Comp. %Regd. # 1 C 4" See picture below �j -__�L 130.1 120.6 7.9 1 83.3 95 2 4" See picture below —� 134.8 125.2 J 7.7 1 j{ 86.5 95 ❑ Native Soils Soils consistent with Proctor O Yes O No ® Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: MTC Inspector onsite,as requested,for in-place density testing of subgrade for curb in section of road shown in picture below.Upon arrival,inspector was informed that 1.25"minus(CSBC)was only placed in 8.5"in the area needing testing. Inspector took 2 tests to verify that Nuclear Density Gauge was NOT able to accurately test lift under 1 foot over uncut native soil.Inspector recorded shots shown above as examples. I Inspector determined T-probe to be the best method of Testing.T-probe did not penetrate material more than 1.25"in areas tested.All material appeared to be firm and unyielding and suitable for its intended use.Contractor was notified of results NOTE:The test results above do not accurately represent the condition of the material placed and compacted prior to inspector's arrival.These results are NOT a deficient report and are only used as an example to show Gauge inaccuracies in 1'or less lifts over uncut native material. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: Corporate - 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0310212020,#D226087,Page 1 of 2 NFIC Materials Testing & Consulting, Inc. _ Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting �V"`^••"n.tiac..+µ UPLOADED: 03/02/2020 20:52:16 UPLOADED: 03/02/2020 20:52:18 F►!tT Or VOIWE I 55+50 PASS n a"a 4 WOW v-a it maas-/ ba -$me..rrMwo I Q1r arR —_ ww r sw Q. ' a PUT 41 ar UPLOADED: 03/02/2020 20:56:05 UPLOADED: 03/02/2020 20:52:21 FWTOr aotUrE I GtIIE� a:td.r•oe+-OIMQI� r 0-1 t , rr z UPLOADED: 03/02/2020 20:56:34 REPORTED BY:Jacob Talley REVIEWED BY:Medhanie Tecle, Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0310212020,#D226087,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting Special Inspection Materials Testing Environmental Consulting M'^4rL.�acaw�'t� MTA Park and Ride Development - 19S145-01 - Compression Test: Concrete: Report #C228400 CLIENT SCJ Alliance DATE 03/18/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: Weather 03/18/2020 12:00pm Conditions: Sunny, 40's*F I Inspection Performed: Compression Test: Concrete Field Data (ASTM C-31): Location of Placement: Curb on North side of exit lane Sample Location: Approximately 100 yards east of Highway 3 at the 11 location above Contractor:ACI Subcontractor: Supplier/Plant:Miles/224 Qty Placed, Cu.'9.5 of Slump, Inches(ASTM C-143) or W/C Ratio: 5 Concrete Temp, °F(ASTM C-1064): 67 Yd.: 20CY l-1 I_1 Delivery Ticket 148839 Job Spec. Slump: N/A Ambient Temp, °F: 50 Truck#: M088 Air Content, %(ATSM C-231): 4.4] Min Temp, °F: Batch Time: 11:24 Job Spec.Air: N/A Max Temp, °F: Sample Time: 12:15 Mix# and Proportions: 0442A Approximately 9.5 C.Y. Cement, lbs.: 5390 Coarse Agg, lbs.: 7/8#57, 17740 —] Admixture, oz./cwt:MBAE90,29oz Flyash, lbs.: Coarse Agg, lbs.: Admixture, oz./cwt: MB POLY 997, 324oz Water, gals.:1248.0 Coarse Agg, lbs.: —� j Admixture, oz./cwt: MB NC 534, 684oz Fine Agg, lbs.:'12590 Coarse Agg, lbs.: Admixture, oz./cwt: 5 Gallons of water were added 0 Prior to sampling 0 After sampling Sample Type & Compression Test Results: Received 03/20/2020 Sample Set 1 of 1 Type of Compression 'Concrete(ASTM C-39) Test: Lab Tests: New Log Test Total Sample Sample Comp. Break ASTM ASTM # Age Date of Test Load Dim. Area (Sq. Strength Tested By Type C-617 C-1231 (Days) (Lbs.) (In.) In.) (PSI) 2191 JL 7 �j03/25/2020 58,307 4.00 �C12.57 4,640 Ciara Macke L 5 J El 2192][ 28�[.04/15/2020 83,551 4.00 12.57 6,650 Ciara Macke C� ❑ _l 21937F- 28�C04/15/2020 88,084 4.00 12.57 7,010�� Ciara Macke �' ❑ 2194 28 04/15/2020 84,921 4.00 12.57 6,760 Ciara Macke 2 ❑ C. L/ 5 _ � _ i� 2195 H ] _ ! _ ___. !__._ C�� 0 ❑ ❑ REQ'D '28 4,000 Remarks: Please refer to field report#F228395 for further details on concrete placement Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting *'"�no,�tc Average 28 day strength = 6810 PSI I REPORTED BY:Jacob Talley REVIEWED BY: Cheryl Meredith, Lab Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting "'�nr�tco.• "` MTA Park and Ride Development - 19S145-01 - Compression Test: Concrete: Report #C229142 - DRAFT CLIENT SCJ Alliance DATE 04/08/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: 8:00 Weather Cloudy, 40's*F 04/08/2020 Conditions: Inspection Performed: Compression Test: Concrete Field Data (ASTM C-31): Location of Placement: Medians and outter part of roundabout Sample Location: North side of roundabout Contractor:ACI Subcontractor: _ 'Supplier/Plant: Miles/224 Qty Placed, Cu..: 10 C.Y. +/ Slump, Inches (ASTM C-143) or W/C Ratio: 171 Concrete Temp, °F(ASTM C-1064):g Yd.. 8 i Delivery Ticket 149426 Job Spec.Slump:fX/Aj Ambient Temp, °F: 39 Truck#: M121 Air Content, % (ATSM C-231): Min Temp, °F: Batch Time: 8:50 Job Spec.Air: Max Temp, °F: Sample Time: 9:15 Mix#and Proportions: 0442a approximately 10 C.Y. Cement, lbs.: 5535 Coarse Agg, lbs.: 7/8#57, 18676 Admixture, oz./cwt: MBAE90, 50oz Flyash, lbs.: Coarse Agg, lbs.: °'` Admixture, oz./cwt: MB POLY 997, 340oz Water, gals.: 257.5^ Coarse Agg, lbs.: Admixture, oz./cwt: Fine Agg, lbs.: 13600 Coarse Agg, lbs.:! _� Admixture, oz./cwt: 15 Gallons of water were added N Prior to sampling Sample Type & Compression Test Results: Received 04/09/2020 Sample Set 1 of 1 Type of Compression Concrete(ASTM C-39) Test: Lab Tests: New Log Test Total Sample Sample Comp. Break ASTM ASTM # Age Date of Test Load Dim. Area (Sq. Strength Tested By Type C-617 C-1231 (Days) (Lbs.) (In.) In.) (PSI) 2642 [ 3 �L04/11/262o 47,282 4.0� 12.57 3,760 Ciara Macke 5 ❑ 2643 0 04/15/2020 54,252 4.00 12.57 4,320 Ciara Macke [ 5 ❑ 2644 28 05/06/2020 �� C O j ❑ ❑ 2645 28 E5/06/2 220 0��00[� �_--� 0 ❑ ❑ 2646 28f 05/06 0 ❑ ❑ 2647 REQ'D 28 4,000 Remarks: Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.2 4 1.19 74 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting lease refer to field report of same date for further details on concrete placement REPORTED BY:Jacob Talley REVIEWED BY: , Corporate 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.61 It 360.698.6787 206.241.1974 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting MTA Park and Ride Development - 19S145-01 - Compression Test: Concrete: Report #C228310 CLIENT SCJ Alliance DATE 03/19/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: Weather 03/19/2020 10:00am Conditions: Sunny, 40's F Inspection Performed: Compression Test: Concrete Field Data (ASTM C-31): Location of Placement: Curb for roundabout Sample Location: Same as placement Contractor:ACI Subcontractor:I Supplier/Plant: Miles/224 .._._...... ..Qty Placed, Cu. 9.5 of I Slump, Inches (ASTM C-143) or W/C Ratio: 5,5 u Concrete Temp, o F(ASTM C-1064): 6g Yd.: 20CY Delivery Ticket 148839 Job Spec. Slump:H Ambient Temp, °F: 48 Truck#: M094 Air Content, %(ATSM C-231):14.2 Min Temp, °F:-L Batch Time: 10:20 -] Job Spec.Air::N/A Max Temp, °F: Sample Time: 11:12 Mix# and Proportions: 0442A(9.5cy) Cement, lbs.:15346 j Coarse Agg, lbs.: 7/8#57, 17770 11 Admixture, oz./cwt: MBAE90, 29oz -- Flyash, lbs.:1 1 Coarse Agg, lbs.: -- Admixture, oz./cwt: MB POLY 997, 324oz Water, gals.:1154 1 Coarse Agg, lbs.:�� Admixture, oz./cwt: MB NC 534, 644oz Fine Agg, lbs.:112880 j Coarse Agg, lbs.:F_ I Admixture, oz./cwt: 5 Gallons of water were added ® Prior to sampling Sample Type & Compression Test Results: Received 03/20/2020 Sample Set 1 of 1 Type of Compression Concrete(ASTM C-39) Test: Lab Tests: New Log Test Total Sample Sample Comp. Break ASTM ASTM # Age Date of Test Load Dim. Area (Sq. Strength Tested By Type C-617 C-1231 (Days) (Lbs.) (In.) In.) (PSI) 2176 IL_ 7 _J`03/26/2020 55,144 4.00 12.57 4,390 Ciara Macke 5 ❑ 2177_1L28:]r04/l6/2020 68,162 4.00�][1157 5,420 Ciara Macke — 2 ❑ 19 2178_][2§_ ]DQ16/2020 67,076 4.007-ID .57 5,340 Ciara Macke 2 ❑ 2179][ 28 -I04/16/2020 69,740 4.00 'L12.57 5,550 Ciara Macke 2 ❑ 2180 ]r H 0 ❑ ❑ REQ'D 28 4,000 Remarks: (Please refer to field report#F228309 for further details on concrete placement Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 2 06.24 1.19 74 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting "4jwsc � Average 28 day strength = 5440 PSI REPORTED BY:Tristan Macke REVIEWED BY: Cheryl Meredith,Lab Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 bfTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting �'A"�+rrr�aca.+; MTA Park and Ride Development - 19S145-01 - Compression Test: Concrete: Report #C228463 CLIENT SCJ Alliance DATE 03/20/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: Weather 03/220/2020 10:00am Conditions: [Sunny, 40's*F Inspection Performed: Compression Test: Concrete Field Data (ASTM C-31): Location of Placement: Curb for roundabout Sample Location: Same as placement Contractor:ACI Subcontractor: Supplier/Plant: Miles/224 Qty Placed, Cu. 9.5 of Yd.:.:20CY Slump, Inches (ASTM C-143) or W/C Ratio: Concrete Temp, °F(ASTM C-1064): 74 l_J Delivery Ticket 148919 Job Spec. Slump: N/A Ambient Temp, °F: 47 Truck#: M094 Air Content, %(ATSM C-231): 4.4 Min Temp, °F: Batch Time: 10:17 Job Spec.Air:I N/A Max Temp, °F: Sample Time:.11:09 Mix# and Proportions: 0442A(9.5cy) Cement, lbs.:15365 _j Coarse Agg,lbs.:7�/8 #57, 17830 Admixture, oz./cwt:MBAE90, 29oz T� - Flyash, lbs.:I Coarse Agg, lbs.: Admixture, oz./cwt: MB POLY 997, 324oz Water, gals.:1152 Coarse Agg, lbs.:�a Admixture, oz./cwt:MB NC 534, 164oz Fine Agg, 1bs.:12640 Coarse Agg, lbs.: Admixture, oz./cwt: 5 Gallons of water were added ® Prior to sampling Sample Type & Compression Test Results: Received 03/23/2020 Sample Set 1 of 1 Type of Compression Concrete(ASTM C-39) Test: Lab Tests: New Log Test Total Sample Sample Comp. Break ASTM ASTM # Age Date of Test Load Dim. Area (Sq. Strength Tested By Type C-617 C-1231 (Days) (Lbs.) (In.) In.) (PSI) 2235 7 03/27/2020 64,697 4.00 12.57 5,150 Ciara Macke 5 ❑ 2236]F28��04/17/2020 `77,260 4.00 12.57 6,150 _ Ciara Macke 2� ❑ _ _ 2237 1 28 ]�04/17/ 0 79,538 4.00 �F 12.57 6,330 Ciara Macke 2� ❑ 2238 28�! 04/17/2020�( 77,733 4.00 �C 12.57 6,180 Ciara Macke 2� ❑ 2239 H 0 ❑ ❑ REQ'D 28 4,000 Remarks: Please refer to field report#F228462 for further details on concrete placement Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.24 1.19 74 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting rcorrw�'` Average 28 day strength = 6220 PSI i -- REPORTED BY: Tristan Macke REVIEWED BY: Cheryl Meredith, Lab Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consultingrc.n+a'ti� MTA Park and Ride Development - 19S145-01 - Compression Test: Concrete: Report #C228529 CLIENT SCJ Alliance DATE 03/23/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: Weather 03/23/2020 11:00am Conditions: Sunny, 40's*F Inspection Performed: Compression Test: Concrete Field Data (ASTM C-31): Location of Placement: Curb for roundabout -� Sample Location: South west curbs Contractor:ACI Subcontractor:( Supplier/Plant: files/224 Qty Placed, Cu. 10 of Slump, Inches (ASTM C-143) or W/C Ratio: 4.75 Concrete Temp, °F(ASTM C-1064):76 Yd.: 13CY Delivery Ticket 148 950 Job Spec. Slump:,N/A Ambient Temp, °F:�5] Truck#: M121 Air Content, %(ATSM C-231): 4.3 Min Temp, °F: Batch Time: 10:00 ] Job Spec.Air: N/A Max Temp, °F:'� Sample Time: 11:03 Mix#and Proportions: 0442A(l Ocy) Cement, lbs.: 5620 Coarse Agg, lbs.: 7/8 #57, 18770 Admixture, oz./cwt: MBAE90, 30oz -� Flyash, lbs.:j l Coarse Agg, lbs.: �j Admixture, oz./cwt: MB POLY 997, 336oz Water, gals.: 150 ----� Coarse Agg, lbs.:�- -j Admixture, oz./cwt: MB NC 534, 340oz Fine Agg, lbs.:113420 Coarse Agg, lbs.:�— Admixture, oz./cwt: 5 Gallons of water were added 0 Prior to sampling®After sampling Sample Type & Compression Test Results: Received 03/24/2020 Sample Set 1 of 1 Type of Compression Concrete (ASTM C-39) Test: Lab Tests: New Log Test Total Sample Sample Comp. Break ASTM ASTM # Age Date of Test Load Dim. Area (Sq. Strength Tested By Type C-617 C-1231 (Days) (Lbs.) (In.) In.) (PSI) 2288 1" 7 03/30/2020 72,148 3.99 12.50 5,770 Ciara Macke 2 ❑ 2289]C28 04/20/2020 85,971 4.00 12.57 6,840 Ciara Macke 2 ❑ 2290 _28 04/20/2020 85,650 4.00 12.57 6,810 Ciara Macke 2 0 2291 28---1:F 04/20/2020 88,162 4.00 IF- 12.57 7,010 Ciara Macke 2 ❑ 2292 H 01 ❑ ❑ REQ'D 28 4,000 Remarks: Please refer to field report#F228528 for further details on concrete placement Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.24 1.19 74 ITC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting y` •e r�R a co.+�'a�� Average 28 day strength = 6890 PSI REPORTED BY:Tristan Macke REVIEWED BY: Cheryl Meredith, Lab Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting �rmiac..+; MTA Park and Ride Development - 19S145-01 - Compression Test: Concrete: Report #C228679 CLIENT SCJ Alliance DATE 03/24/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: Weather 03/24/2020 9:00am Conditions: Sunny, 40's F Inspection Performed: Compression Test: Concrete Field Data (ASTM C-31): Location of Placement: Curb for roundabout Sample Location: South East curbs Contractor:ACI Subcontractor: Supplier/Plant:'Miles/224 Qty Placed, Cu. Yd.:4 of 4CY Slump, Inches (ASTM C-143) or W/C Ratio: 4.5 Concrete Temp, OF (ASTM C-1064): 74 Delivery Ticket'149016 Job Spec. Slump: N/A Ambient Temp, OF: 42 Truck#: M095 Air Content, % (ATSM C-231): 5.1 Min Temp, OF: Batch Time: g:4g Job Spec.Air: N/A Max Temp, OF: Sample Time:,11:17 Mix# and Proportions: 0442A(4CY) Cement, lbs.:2�l 35 Coarse Agg, lbs.: 7/8#57, 7470 Admixture, oz./cwt:' BAE90, 12oz Fl ash, lbs.: j Coarse Agg, tbs.:' Admixture, oz./cwt:'MB POLY 997, 134oz Water, gals.: 52 Coarse Agg, lbs.: Admixture, oz./cwt: MB NC 534, 136oz Fine Agg, lbs.:;539 Coarse Agg, lbs.: Admixture, oz./cwt: 2 Gallons of water were added ® Prior to sampling Sample Type & Compression Test Results: Received 03/25/2020 Sample Set 1 of 1 Type of Compression 'Concrete(ASTM C-39) Test: Lab Tests: New Log Test Total Sample Sample Comp. Break ASTM ASTM # Age Date of Test Load Dim. Area (Sq. Strength Tested By Type C-617 C-1231 (Days) (Lbs.) (In.) In.) (PSI) 2316 7 03/31/2020_j 5� 9,089 4.00 12.57 4,700_j[ Ciara Macke L= ❑ 2317 28 04/21/202� 70,073 4.00 12.57 5,580 Ciara Macke �0 ❑ 2318 28 04/21/2020 69,925 4.00 12.57 5,560 Ciara Macke ❑ 2319 28 04/21/2020 69,842 4.00 12.57 5,560 Ciara Macke r 2 D 0 2320 H000� 0 .__ ❑ ❑ REQ'D 28 4,000 Remarks: Please refer to field report#F228678 for further details on concrete placement Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.24 1.19 74 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting S ace.�'r� Average 28 day strength = 5570 PSI REPORTED BY:Tristan Macke REVIEWED BY: Cheryl Meredith,Lab Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting MTA Park and Ride Development - 19S145-01 - Compression Test: Concrete: Report #C228682 CLIENT SCJ Alliance DATE 03/25/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: Weather * 03/25/2020 10:30am Conditions: Cloudy, 40's F Inspection Performed: Compression Test: Concrete Field Data (ASTM C-31): Location of Placement: Sidewalks for roundabout Sample Location: South east corner Contractor:',Act Subcontractor: Supplier/Plant: Miles/224 Qty Placed, Cu.,19.75 of Slump, Inches (ASTM C-143) or W/C Ratio: 4.75 Concrete Temp, °F(ASTM C-1064): 73 Yd.: 40CY Delivery Tick#t 149064 Job Spec. Slump: N/A Ambient Temp, °F: 42 Truck#: M092 Air Content,% (ATSM C-231): 4,8 Min Temp, °F: Batch Time: 11:25 ] Job Spec.Air:'N/A Max Temp, °F: Sample Time: 12:18 Mix# and Proportions: 0442A(9.5cy) Cement, lbs.:15335 —� Coarse Agg, lbs.: 7/8*57, 17630 � Admixture, oz./cwt: MBAE90,29oz -� Flyash, lbs.:� Coarse Agg, lbs.:1 Admixture, oz./cwt: MB POLY 997,324oz Water, gals.:1176 Coarse Agg, lbs.:I Admixture, oz./cwt: MB NC 534, 164oz Fine Agg, lbs.: 126 0 Coarse Agg, lbs.: Admixture, oz./cwt: 10 Gallons of water were added 0 Prior to sampling Sample Type & Compression Test Results: Received 03/26/2020 Sample Set 1 of 1 Type of Compression Concrete(ASTM C-39) Test: Lab Tests: New Log Test Total Sample Sample Comp. Break ASTM ASTM # Age Date of Test Load Dim. Area (Sq. Strength Tested By Type C-617 C-1231 (Days) (Lbs.) (In.) In.) (PSI) 2342JL 7 04/01/2020 79,628 4.00 --1[:12.57 Jj 6,346 L Beth Goble _jL 2 j ❑ 2343-]F 28 l 04/22/2020 91,274 3.99I 12.50 7,300 Ciara Macke [ Z: ❑ _2344 28 C/22/2020 94,636�� 3.99 12.50� 7,570 Ciara Macke 0 ❑ 2345 28 C4/22/2020 96,024] 3.99 12.50 C7,666:7][ Ciara Macke �F 27 ❑ I 0_1 ❑ ❑ REQ'D 28 4,000 Remarks: Please refer to field report#F228681 for further details on concrete placement Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 L .E--.L^ Materials Testing & Consulting, Inc. ' Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting Average 28 day strength = 7520 PSI REPORTED BY:Tristan Macke REVIEWED BY: Cheryl Meredith,Lab Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 3 60.5 34.9777 360.647.6111 360.698.6787 206.241.1974 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting MTA Park and Ride Development - 19S145-01 - IPD-Soil Compaction: Report #D230043 CLIENT SCJ Alliance DATE 04/22/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: 08:00 Weather 40s, light rain 04/22/2020 AM Conditions: Inspection Performed: IPD-Soil Compaction Field Data: Work/Location: SR3 near Log Yard Rd Gauge Standard MS: 1076 Equipment ID&Serial#: CPN MC-1 Elite, Ser. #MD30831 Gauge Standard DS: 4126 Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: 1. S19 2376 Well graded Gravel with Sand, Crushed(GW) a 144.8 7.1% TEST METHOD N ASTM D-1557 /AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. Wet Dry Dens. Moist% Sample %Comp. %Regd. # Depth rF^^Dens. # 1 4" See picture 1 — 9 137.8�� 7.8 . 1 �j 95.2 95 l Fs 148.5 2 LF 4" See picture l 137.9 7.5 1 95.2__]� 95 3 [ 4" See picture 1 Fs 147.9 138.E 6.7 1 95.7 95 1-ice _ ®[ 1� �C 0' �C 4 4"�e picture 2 Fsg 148.7 138.1 ] 7.7 �I. 95.4 95 5 4'—. See picture 2 Fsg 148.9 138.4 7.6 95.6 95 ❑ Native Soils Soils consistent with Proctor O Yes O No ® Imported Fills Soils found to be firm and stable; and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: MTC inspector arrived on site, as requested, to perform in-place density tests on imported CSTC used for a asphalt base on SR3 near Log Yard Rd. Material had been placed and compacted prior to MTC inspector's arrival Inspector was informed that material was placed in aproximately 8-inch thick lift compacted.All areas tested met or exceeded the required minimum required 95%relative compaction. See results for more details.Areas tested were firm and unyielding at the time of inspection. Contractor was notified of results at that time. To the best of MTC inspector's knowledge, the above-described work was performed in general accordance with project specifications and approved plans. Images: Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.24 1.19 74 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting ♦c... "` �'L1iA $0k A �iyds0 tV UPLOADED: 04/23/2020 08:58:20 UPLOADED: 04/23/2020 08:58:47 UPLOADED: 04/23/2020 08:59:23 UPLOADED: 04/23/2020 08:59:53 UPLOADED: 04/23/2020 09:00:12 REPORTED BY: David Peek REVIEWED BY: Medhanie Tecle, Project Manager Corporate - 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 3 60.69 8.67 87 206.241.1974 Materials Testing & Consulting, Inc. Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting Client: SCJ Alliance Date: April 7,2020 Address: 8739 Tallon Lane NE,Suite 200 Project: MTA Park&Ride Development Lacey,WA 98516 Project#: 19S145-01 Attn: Patrick Holm Sample#: B20-0344 Revised on: Date Sampled: April 2,2020 As requested MTC,Inc.has performed the following test(s)on the sample referenced above.The testing was performed in accordance with current applicable AASHTO or ASTM standards as indicated below.The results obtained in our laboratory were as follows below or on the attached pages: Tests Performed: Test Results Tests Performed: Test Results X Asphalt Oil Content Pass/5.22% X Aggregate Gradation :Pass/See Report X Rice Density156.5 pcf Fracture Count Sand Equivalent Uncom acted Void Content X Air Voids(Va) 3.7% X Voids mineral aggregate VM.A 14.8% X Voids filled with asphalt(VFA) 75.2% If you have any questions concerning the test results,the procedures used,or if we can be of any further assistance please call on us at the number below. 1117 Je Respectfully Submitted, Meghan Blodgett-Carrillo WABO Supervising Laboratory Technician Corporate—777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 Regional Offices: Olympia—360.534.9777 Bellingham—360.647.6111 Silverdale—360.698.6787 Tukwila—206.241.1974 Visit our website:www.mtr-inc.net Materials Testing & Consulting, Inc. JIM Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting Asphalt Extraction Specs: 2020 WSDOT 9-03.8(6)1/2"HMA Sieve Percent Specs Specs Meets Date Sampled: 4/2/2020 Size Passing Min Max Specs? Project: MTA Park&Ride Development 3.00" Project#: 19S145-01 2.50" Client: SO Alliance 2.00" Supplier: Granite Construction 1.75" Sample#: B20-0344 1.5011 Location: Belfair Plant at 17.74 tons 1.25" Test Results SDM 1.001r %Asphalt by Ignition Process(ASTM D6307): 5.22% 4.7%-5.7% 3/4" 100% 99% 1000/0 Yes Maximum Specific Gravity. 2.515 5/8" Maximum Unit Weight(ASTM D-2041),lbS/ft3: 156.5 1/2" 90% 90% 100% Yes %Fracture(ASTM D-5821): N/A 90%minimum 3/8" 82% 0% 90% Yes Volumetric Data Results 1/4" Ninitiaj: 7 Air Voids(Va): 3.7% #4 61% Nei,: 75 VMA: 14.8% #8 41% 28% 58% Yes VFA: 75.2% #10 #16 #20 Extraction Results #30 120.0% #40 17% 100.0% #50 #60 80.0% ' rn #80 ' #100 60.0% ' f,, ( #200 6.7% 2.0% 7.0% Yes 40.0% 20.0% 0.0% 0.01 0.10 1.00 10.00 100.00 Sieve Size(mm) JACCREDITED1 ---•---Min'mum ---•---Maximum CaAAcolet'13851".1386.02 Test Results All re 1 apply only to acnial locenons and marenals esnd As u mutual pmteciun ro chairs.the public and nurse Wes,all sports'arc submirted a the confdenrial property of clients.and authorizenan for publication of statements.conclusions or exhana tram ar regarding our reports is reserved prnding our wrimn appros'el. Remarks: MD190069;A/C-5.2% i� Reviewed by: Meghan Blodgett-Carrillo Corporate—777 Chrysler Drive Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 Regional Offices: Olympia--360.534.9777 Bellingham—360.647.6111 Silverdale—360.698.6787 Tukwila--206.241.1974 Visit our website:www.mtc-inc.net Materials Testing & Consulting, Inc. Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting Client: SO Alliance Date: April 1,2020 Address: 8739 Tallon Lane NE,Suite 200 Project: MTA Park&Ride Development Lacey,WA 98516 Project#: 19S145-01 Attn: Patrick Holm Sample#: B20-0326 Revised on: Date Sampled: March 26,2020 As requested MTC,Inc.has performed the following test(s)on the sample referenced above.The testing was performed in accordance with current applicable AASHTO or ASTM standards as indicated below.The results obtained in our laboratory were as follows below or on the attached pages: Tests Performed: Test Results Tests Performed: Test Results X Asphalt Oil Content Pass/5.26% X Aggregate Gradation :Pass/See Report X Rice Density 156.1 pcf Fracture Count Sand Equivalent Uncom acted Void Content X Air Voids a 3.4% X Voids mineral aggregate VMA) 14.8% X Voids filled with asphalt(VFA) 77.4% If you have any questions concerning the test results,the procedures used,or if we can be of any further assistance please call on us at the number below. Respectfully Submitted, Meghan Blodgett-Carrillo WABO Supervising Laboratory Technician Corporate—777 Chrysler Drive Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 Regional Offices: Olympia—360.534.9777 Bellingham—360.647.6111 Silverdale—360.698.6787 Tukwila—206.241.1974 Visit our website:www.mtc-inc.net Materials Testing & Consulting, Inc. �, HAURYL„O •MMu.T014 MG Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting Asphalt Extraction Specs: 2020 WSDOT 9-03.8(6)1/2"HMA Sieve Percent Specs Specs Meets Date Sampled: 3/26/2020 Size Passing Min Max Specs? Project: MTA Park&Ride Development 3.00" Project#: 19S145-01 2.50" Client: SO Alliance 2.00" Supplier: Granite Construction 1.75" Sample#: B20-0326 1.50" Location: Belfair Plant at 487 tons 1.25" Test Results Specs LN'. %Asphalt by Ignition Process(ASTM D6307): 5.26% 4.7%-5.7% 3/4" 100% 99% 100% Yes Maximum Specific Gravity: 2.508 5/8" Maximum Unit Weight(ASTM D-2041),lbs/ft3: 156.1 1/2" 93% 90% 100% Yes %Fracture(ASTM D-5821): N/A 90%minimum 3/8" 85% 0% 90% Yes Volumetric Data Results 1/4" Ninitw: 7 Air Voids(Va): 3.4% #4 62% NlDesip: 75 VMA: t4.8% #8 42% 28% 58% Yes VFA: 77.4% #10 #16 #20 Extraction Results #30 120.0 z #40 18% 100.o x #50 #60 c 80.0% ; #80 #100 rNq 60.0% dO l #200 7.0% 2.0% 7.0% Yes 40.0% 20.0% 0.0% 0.01 0.10 1.00 10.00 100.00 ACCREDITED Sieve Size(mm) ---.---Minimum --- ---Maximum Cn rmb0:1310.01,1310.02 —f—Test Results :UI rtsults apply only to actual locations anJ matenals tested..ti a mutual protection to clienn,the pubLc anJ ourxlves,all repur6 arc sutrmined as rhz confdrntial property'of clients.and authorimion for pu6tieuion of sra¢menb,eooelusions or exaxrs from or regsrding our reports is resrrved pcnding our whiten app,.,,l. Remarks: MD190069;A/C-5.2% Reviewed by: v Meghan Blodgett-Carrillo Corporate-777 Chrysler Drive Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 Regional Offices: Olympia-360.534.9777 Bellingham-360.647.6111 Silverdale-360.698.6787 Tukwila-206.241.1974 Visit our website:www.mtc-inc.net Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting w'4�nAe�tc.n+K� MTA Park and Ride Development - 195145-01 - IPD-Asphalt Compaction: Report #A228777 CLIENT SCJ Alliance DATE 03/26/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: 7:00 Weather Overcast, 40's*F 03/26/2020 AM Conditions: Inspection Performed: IPD-Asphalt Compaction Field Data: Supplier/ Granite/Belfair Tons:g7 1 Mat 145°F Air 40°F Plant: _ _ 1 Temp: Temp: Thickness in 3 �i Rice or Marshall 156.1 Class: HMA Class Leveling: ❑ Wearing: ❑ inches: F] Dens.: 1/2" Field Tests: Test# Location/Station# U.L. Offset/ Reading Reading Avg. %Comp. %Regd. Dens. Depth #1 #2 1 tocation 1 r BS 146.7�E147.0 C 146.8 M_� 92 2 Location 2 r^ BS 145.1C146.3 145.7 jC 93.3� 92 3 ocation 3 BS �� 148.4�E146.5 C 147.4 �E94.4 92 4 ocation 4 0 _ BS �L 145.7�E145.4 F 145.6 C 93.3 92 5 ocation 5 IF ; r BS �l . 147.3 E146.7 C 147.0 jC 94.2 92 6 ocation6 BS 144.8� 146.9 145.9 !F 93.5 92 Gauge Model/ Troxler 4640-13, Ser. #T1630 MS: 4418 DS: 1243 Serial#: Remarks: MTC inspector was onsite, as requested, to observe placement and to perform in-place density testing of the CL-1/2" HMA (Hot-Mix Asphalt).The HMA was placed on on the roads running North to South and West to East. Paving operations were performed by Granite Construction.Approximately 487 tons of HMA was delivered, placed, and compacted per requirements of the project specifications on this day.The HMA was dumped from trucks into a front- loading paver and was compacted by one large double drum vibratory roller(10-22816) compact as well as a finish roller and a plate compactor.. IA sample of HMA was collected on site and transported back to MTC's laboratory for determination of RICE value and additional testing, as required by the project specifications. i i 1 preliminary RICE value of 156.0 pcf, given to the inspector at the time of payment,was used during the in-place density esting, for informational purposes only, until laboratory test results are available. 'Laboratory RICE value was determined to be 156.1 pcf, lab #B20-0326 sampled 3-26-20, and results of the in-place density tests were re-calculated accordingly,as shown below. 1 areas tested did satisfy the minimum percent compaction required. o the best of MTC inspector's knowledge, the above-described work was performed in general accordance with project specifications and approved plans. Contractor's representative was notified of the preliminary test results. Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 MTC mow Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection.Materials Testing•Environmental Consultingr t Images: r UPLOADED: 03/29/2020 14:01:30 UPLOADED: 03/29/2020 13:58:53 Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 ti 111 r Materials Testing & Consulting, Inc. ` s Geotechnical Engineering&Consulting a Special Inspection a Materials Testing•Environmental Consulting %'^'"rw R °""` UPLOADED: 03/29/2020 14:01:33 UPLOADED: 03/29/2020 14:01:35 x r - UPLOADED: 03/29/2020 14:01:38 REPORTED BY:Tristan Macke REVIEWED BY: Medhanie Tecle, Project Manager Corporate • 777 Chrysler Drive a Burlington, WA 98233 • Phone 360.755.1990 a Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting MTA Park and Ride Development - 19S145-01 - IPD-Asphalt Compaction: Report #A228906 CLIENT SCJ Alliance DATE 04/02/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: 7:00 Weather partly sunny, 40's*F 04/02/2020 AM Conditions: Inspection Performed: IPD-Asphalt Compaction Field Data: Supplier/ Granite/Belfair Tons: 906 Mat 156°F Air 41°F Plant: Temp: Temp: Thickness in 3 Rice or Marshall 156.5 Class: HMA Class Leveling: ❑ Wearing: ❑ inches: Dens.: 1/2" Field Tests: Test# Location/Station# U.L. Offset/ Reading #1 Reading#2 Avg. %Comp. %Regd. Dens. Depth 1 C55 BS 144.9 143.3 144.1 92.1 92 2 L23 BS 146.1 146.7 146.4 i 93.5 92 3 L9 BS ,` 147.6 145.5 j 146.6 9 3.771 92 4 L37 145.4 144.9 145.2 „11_ 92.8 92 5 C88 l� BS C147.7 14- 5.1 146.4 93.5 92 6 C87 BS C 146.5 146`5 146.5 93.6 92 7 C49 BS C_144.3 145.7 J'_ 145.0 '=92.7 ' 92 8 C60 BS C 143.5 144.1 143.8 1 91.9 92 9 C61 BS C 146.3 144.7 145.5_�[ 93 _92 10 C72 BS C 145� 143.3 �', 144.3�(� 92.2� 92 Gauge Model/ Troxler 4640-B, Ser. #T1630 MS: 443 j DS: 1234 Serial#: Remarks: MTC inspector was onsite, as requested,to observe placement and to perform in-place density testing of the CL-1/2" HMA (Hot-Mix Asphalt)in accordance with WSDOT requirements.The HMA was placed for paving of roads A-line and B-line. Paving operations were performed by Granite Construction.Approximately 906 tons of HMA was delivered, placed, and compacted per requirements of the project specifications on this day.The HMA was dumped from trucks into a front- loading paver and was compacted by one large double drum vibratory roller(10-22816)compact as well as a finish roller and a plate compactor.. sample of HMA was collected on site and transported back to MTC's laboratory for determination of RICE value and additional testing, as required by the project specifications. preliminary RICE value of 156.1 pcf for the HMA sample collected on 3/26/20 was used during the in-place density testing for informational purposes only,until laboratory test results for the sample collected today are available. On 4/07/20, a RICE value of 156.5 pcf determined based on MTC lab number B20-0344 sampled 4-2-20. All areas tested did satisfy the minimum percent compaction required based on the preliminary RICE value. To the best of MTC inspector's knowledge, the above-described work was performed in general accordance with project Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting a Special Inspection•Materials Testing•Environmental Consulting a Is pecifications and approved plans. Contractor's representative was notified of the preliminary test results. To the best of MTC inspector's knowledge, the above-described work was performed in general accordance with project specifications and approved plans. Images: CC '44 i UPLOADED: 04/02/2020 11:18:03 UPLOADED: 04/02/2020 11:18:06 UPLOADED: 04/02/2020 11:18:08 UPLOADED: 04/02/2020 11:18:11 REPORTED BY:Tristan Macke REVIEWED BY: Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting MTA Park and Ride Development - 195145-01 - Field Report: Other: Report #F228941 CLIENT SCJ Alliance DATE 04/03/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: 9:00 Weather Sunny, 40's*F 04/03/2020 AM Conditions: Inspection Performed: Other Report Profile: 0 Show Up Comments: MTC inspector was onsite, as requested, for observaton and testing of concrete placement. Upon the inspector's arrival, contractor realized that concrete did not need to be tested on this day due to it not being a part of the DOT curbs or sidewalks. REPORTED BY:Tristan Macke REVIEWED BY: Medhanie Tecle, Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting *m�etc�� MTA Park and Ride Development - 195145-01 - Field Report: Concrete: Report #F229043 CLIENT SCJ Alliance DATE 04/07/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: 8:30 Weather Cloudy, 40's*F 04/07/2020 AM Conditions: Inspection Performed: Concrete Subcontractor: N/A Continuous or Periodic: ontinuous Sheets: Civil Drawings Location/Area: Sidewalk and truck aprons for roundabout and medians Details: Civil Drawings Level/Elevation: ISee drawings Approved Plans Dated: 11/06/2019 Remarks: CONCRETE PLACEMENT: Continuous MTC inspector on site, as requested, to observe the placement of approximately 125 CY of concrete with Mix Design ID #0442A supplied by Miles Sand and Gravel into sidewalk&truck aprons for roundabout and medians. One set of six(4"x 8")cylinders was cast for compressive strength test specimens. Refer to Report #C229044 for field test results and for more information. Concrete was placed via Pump truck and finished by hand. To the best of MTC inspector's knowledge, the above-described work was performed in general accordance with project specifications and approved plans. Images: UPLOADED: 04/08/2020 08:49:37 UPLOADED: 04/08/2020 08:49:40 Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 2 06.24 1.19 74 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting +trn�tc++�' REPORTED BY:Jacob Talley REVIEWED BY: Medhanie Tecle, Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting MTA Park and Ride Development - 195145-01 - Field Report: Concrete: Report #F229141 CLIENT SCJ Alliance DATE 04/08/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: 8:00 Weather Cloudy, 40's*F 04/08/2020 AM Conditions: Inspection Performed: (Concrete Subcontractor: N/A Continuous or Periodic:'Continuous Sheets: Civil Drawings Location/Area: Sidewalk and truck aprons for roundabout and medians Details: Civil Drawings Level/Elevation: See drawings Approved Plans Dated: 11/06/2019 Remarks: CONCRETE PLACEMENT: Continuous MTC inspector on site, as requested, to observe the placement of approximately 130 CY of concrete with Mix Design ID #0442A supplied by Miles Sand and Gravel into sidewalk&truck aprons for roundabout and medians. One set of six (4"x 8") cylinders was cast for compressive strength test specimens. Refer to Report #C229142 for field test results and for more information. Concrete was placed via Pump truck and finished by hand. To the best of MTC inspector's knowledge, the above-described work was performed in general accordance with project specifications and approved plans. Images: Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 NITC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting �'" •��Q,ar **�° UPLOADED: 04/10/2020 09:49:58 REPORTED BY:Jacob Talley REVIEWED BY: Medhanie Tecle, Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting �n.a�,�ac+•+•'�'X MTA Park and Ride Development - 19S145-01 - Compression Test: Concrete: Report #C229044 - DRAFT CLIENT SCJ Alliance DATE 04/07/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Weather 04/07/2020 Time Onsite: 8:30 Conditions: LC loudy, 40's F Inspection Performed: Compression Test: Concrete Field Data (ASTM C-31): Location of Placement: Medians and inner part of roundabout Sample Location: North side of roundabout — Contractor:ACI Subcontractor:�_ _ Supplier/Plant:Miles/224 -� Qty Placed, Cu. 24, 10 C.Y. Slump, Inches (ASTM C-143) or W/C Ratio: 4.77 Concrete Temp, OF(ASTM C-1064): 73' Yd.. +/- Delivery Ticket 149400 Job Spec.Slump: N Ambient Temp, OF: 42 Truck#: M121 Air Content, % (ATSM C-231):' Min Temp, OF: Batch Time: 9:39 Job Spec.Air: N/ Max Temp, °F: Sample Time: 10:15 Mix# and Proportions: 0442A approximately 10 C.Y. I Cement, lbs.: 5645 Coarse Agg, lbs.: 7/8#57, 18560 _j Admixture, oz./cwt: MBAE90, 50oz -_ Flyash, lbs.:L Coarse Agg, lbs.: - Admixture, oz./cwt: MB POLY 997, 240oz Water, gals.:'269.2 Coarse Agg, lbs.: —_� Admixture, oz./cwt: Fine Agg, lbs.:,13280 Coarse Agg, lbs.: Admixture, oz./cwt: 10 Gallons of water were added ® Prior to sampling Sample Type & Compression Test Results: Received 04/09/2020 Sample Set 1 of 1 Type of Compression Concrete(ASTM C-39) Test: Lab Tests: New Log Test Total Sample Sample Comp. Break ASTM ASTM # Age Date of Test Load Dim. Area (Sq. Strength Tested By Type C-617 C-1231 (Days) (Lbs.) (In.) In.) (PSI) 2588J 3 04/10/2020 35,511 4.00 12.57 2,830 Ciara Macke 5 ❑ 258§ 7 04/14/202i�]F -� F ❑ D 2590 28 05/05/2020� �F-0--1 ❑ ❑ F 2591 28 05/05/2020 F 0 1 D ❑ 2592 28,1j 05/05/2020 � 0 ❑ D _2593 H ��--0� D ❑ REQ'D �28 4,000 Remarks: Corporate 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 We Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting *"�"+rA.•�tcad�•� !Please refer to field report#F229043 for further details on concrete placement REPORTED BY:Jacob Talley REVIEWED BY: , Corporate 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 biTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting Special Inspection Materials Testing Environmental Consulting 4'^°� sc++; MTA Park and Ride Development - 19S145-01 - Compression Test: Concrete: Report #C229142 - DRAFT CLIENT SCJ Alliance DATE 04/08/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: 8:00 Weather Cloudy, 40's*F 04/08/2020 Conditions: Inspection Performed: Compression Test: Concrete Field Data (ASTM C-31): Ak Location of Placement: Medians and outter part of roundabout Sample Location: North side of roundabout Contractor:ACl Subcontractor: _ Supplier/Plant: Miles/224 —� Qty Placed, Cu. 10 C.Y. +/ Slump, Inches (ASTM C-143) or W/C Ra Concret Yd.: e Temp, OF(ASTM C-1064): bg Delivery Ticket 149426 Job Spec. Slump: NIA Ambient Temp, °F: 39 Truck#: M121 Air Content, % (ATSM C-231): 1 Min Temp, °F:i Batch Time: 8:50 Job Spec.Airs Max Temp, °F: Sample Time: 9:15 Mix#and Proportions: 0442a approximately 10 C.Y. Cement, lbs.: 5535 Coarse Agg, lbs.: 7/8_#57, 18676 Admixture, oz./cwt: MBAE90, 50oz—� Flyash, lbs.: oarse Agg, lbs.: _ _ f Admixture, oz./cwt: MB POLY 997,340oz Water, gals.: 257.5 oarse Agg, lbs.: Admixture, oz./cwt: —� Fine Agg, lbs.: 13600 _ ' Coarse Agg,lbs _� Admixture, oz./cwt:11111p— —� 15 Gallons of water were added ® Prior to sampling Sample Type & Compression Test Results: Received 04/09/2020 Sample Set 1 of 1 Type of Compression Concrete(ASTM C-39) Test: Lab Tests: New Log Test Total Sample Sample Comp. Break ASTM ASTM # Age Date of Test Load Dim. Area (Sq. Strength Tested By Type C-617 C-1231 (Days) (Lbs.) (In.) In.) (PSI) E2642 3 04/11/2020 i 47,282 4.00 12.57 F 3,760 F Ciara Macke 7F ❑ C2643 7 04/15/202Y J��C 0 ❑ ❑ C2644 _.h 28 05/06/2020�][= 0 ❑ ❑ H45 28 05/06/2020 0 ❑ ❑ 2646 28 05/06/2020 ��.__�'. 0 ❑ ❑ 2647 H �L____ 0 ❑ ❑ REQ'D 28 4,000 Remarks: Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 2 06.24 1.19 74 NITC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting 'r^Le r,�aC.n�'•� !Please refer to field report of same date for further details on concrete placement REPORTED BY:Jacob Talley REVIEWED BY: , rt� Corporate 777 Chrysler Drive • Burlington, WA 98233 Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 3 60.5 34.9777 360.647.6111 360.698.6787 206.241.1974 X Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting MTA Park and Ride Development - 19S145-01 - Compression Test: Concrete: Report #C229044 - DRAFT CLIENT SCJ Alliance DATE 04/07/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: 8:30 Weather Cloudy,40's*F 04/07/2020 Conditions: �I Inspection Performed: Compression Test: Concrete Field Data (ASTM C-31): Location of Placement: Medians and inner part of roundabout Sample Location: North side of roundabout Contractor:ACI Subcontractor: Supplier_ %Plant: Miles/224 Qty Placed, Cu.24, 10 C.Y.' "' Yd.. +/- Slump, Inches (ASTM C-143) or W/C Ratio: 4.25 Concrete Temp, F(ASTM C-1064): 73 Delivery Ticket 149400 Job Spec.Slump: N/A Ambient Temp, °F: 42 Truck#: M121 Air Content, % (ATSM C-231): 5.1 Min Temp, °F: Batch Time: 9:39 Job Spec.Air:I N A/A/ Max Temp, °F: Sample Time: 10:15 Mix#and Proportions: 0442A approximately 10 C.Y. Cement, lbs.: 5645 Coarse Agg, lbs.:[7/8#57, 18560 Admixture, oz./cwt: MBAE90, 50oz Flyash, lbs.: Coarse Agg, lbs.: —J Admixture, oz./cwt: MB POLY 997, 2400z j Water, gals.: 269.2 Coarse Agg, lbs.: Admixture, oz./cwt: Fine Agg, lbs.: 13280 Coarse Agg, lb Admixture, oz./cwt: MW 10 Gallons of water were added ® Prior to sampling Sample Type & Compression Test Results: Received 04/09/2020 Sample Set 1 of 1 Type of Compression Concrete(ASTM C-39) Test: Lab Tests: Test Total Sample Sample Comp. New Log Age Date of Test Load Dim. Area(Sq. Strength Tested By Break ASTM ASTM # (Days) (Lbs.) (In.) In.) (PSI) Type C-617 C-1231 2588 i 3 J, 04/10/2020�i 35,511 j1 4.00 12.57 2,830 [— Ciara Macke 5 ❑ 2589 �C04/14/2020 ❑ ❑ 2590 28 05/05/2020 ��0��! �F0 -1 ❑ ❑ 2591 28 05/05/2020 ��—��= ❑ ❑ 2592 �2f '' 05/05/2020 --��0(- ---��0 ❑ ❑ 2593- H REQ'D 28 4_000_J Remarks: Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 2 06.24 1.19 74 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting lease refer to field report#F229043 for further details on concrete placement REPORTED BY:Jacob Talley REVIEWED BY: V Corporate 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting �'a'�n•��c++•'•� MTA Park and Ride Development - 19S145-01 - Compression Test: Concrete: Report #C229044 - DRAFT CLIENT SCJ Alliance DATE 04/07/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: 8:30 Weather Cloudy, 40's*F i 04/07/2020 Conditions: Inspection Performed: Compression Test: Concrete Field Data (ASTM C-31): Location of Placement: LMedians and inner part of roundabout Sample Location: North side of roundabout Contractor:ACI Subcontractor: Supp t:LMiles/224 Qty Placed, Cu. 24, 10 C.Y. Slump, Inches (ASTM C-143) or W/C Ratio: 4. Concre (ASTM C-1064): 73 Yd.. +/ Delivery Ticket 149400 Job Spec.Slump: N/A At Temp, °F:'42 Truck#: M121 Air Content, %(ATSM C-231): 5.1 Min Temp, °F: Batch Time: 9;39 ] Job Spec.Air: */A Max Temp, °F: Sample Time: 10:15 Mix#and Proportions: 0442A approximately 10 C.Y. Cement, lbs.: 5645 Coarse Agg, lbs.: 7/8_#57, 18560 7 Admixture, oz./cwt:MBAE90,50oz Flyash, lbs.: Coarse Agg, lbs.: Admixture, oz./cwt: MB POLY 997, 240oz Water, gals.: 269.2 Coarse Agg, lbs.: Admixture, oz./cwt: Fine Agg, lbs.: 13280 Coarse Agg, lbs.: Admixture, oz./cwt: � 10 Gallons of water were added ® Prior to sampling Sample Type & Compression Test Results: Received 04/09/2020 Sample Set 1 of 1 Type of Compression Concrete(ASTM C-39) —� Test: Lab Tests: New Log Test Total Sample Sample Comp. Break ASTM ASTM # Age Date of Test Load Dim. Area (Sq. Strength Tested By Type C-617 C-1231 (Days) (Lbs.) (In.) In.) (PSI) 2588-1 3 - 04/10/2020 35,511 4.00 12.57� 2,830_f Ciara Macke J` 5� ❑ 2589j 04/14/2020 54,285 4.00®� 12.57 4,320 Ciara Macke�' S ❑ 2590� 28 05/05/2020 _��r_�� 0� ❑ ❑ 2591 28 05/05/2020 ��C��—l�� 0 ❑ ❑ 2592_jL28 F05/05/2020 � 0� ❑ ❑ 2593 ]r H 0 REQ'D �28 4,000 Remarks: Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.24 1.19 74 ITC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting " Tm�ac � (Please refer to field report#F229043 for further details on concrete placement REPORTED BY:Jacob Talley REVIEWED BY: , Corporate 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 3 60.5 34.9777 360.647.6111 360.698.6787 206.241.1974 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting �wa�.c.n++M� MTA Park and Ride Development - 19S145-01 - Compression Test: Concrete: Report #C228682 - DRAFT CLIENT SCJ Alliance DATE 03/25/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: Weather Cloudy,40's*F ��IvEp 03/25/2020 10:30am Conditions: Inspection Performed: Compression Test: Concrete Field Data (ASTM C-31): Nder Street Location of Placement: Sidewalks for roundabout i yy Sample Location: South east corner Contractor:ACI Subcontractor: Supplier/Plant:Miles/224 Qty Placed,Cu. 19.75 of Slump,Inches(ASTM C-143)or W/C Ratio: 4.75 Concrete Temp, °F(ASTM C-1064): 73 Yd.:40CY _ Delivery Ticket #: 149064 Job Spec.Slump: N/A Ambient Temp, °F: 421 Truck#: M092 Air Content,%(ATSM C-231): 4,g Min Temp, °F: Batch Time: 11:25 Job Spec.Air: N/A Max Temp, °F: Sample Time: 12:18 Mix#and Proportions: '0442A(9.5cy) Cement,lbs.: 5335 Coarse Agg,lbs.: 7/8#57, 17630 Admixture,oz./cwt: MBAE90,29oz Flyash,lbs.: Coarse Agg,lbs.: Admixture,oz./cwt: MB POLY 997,324oz Water,gals.: 176 Coarse Agg,lbs.:i— Admixture,oz./cwt: MB NC 534, 164oz T_ ; Fine Agg,lbs.: 12610 Coarse Agg,lbs.: Admixture,oz./cwt: i- 10 Gallons of water were added ®Prior to sampling Sample Type & Compression Test Results: Received 03/26/2020 Sample Set 1 of 1 Type of Compression Concrete(ASTM C-39) Test: Lab Tests: New Log Test Total Sample Sample Comp. Break ASTM ASTM # Age Date of Test Load Dim. Area(Sq. Strength Tested By Type C-617 C-1231 (Days) (Lbs.) (In.) In.) (PSI) 2342 -1E,7 04/01/2020 1,79, 4.00-IL12.57 6,340 Beth Goble ❑ 234 8 04/22/2020 �L—�C�L--I� _., �...�_� ❑ ❑ C2 2344 C28 04/22/2020 ��[— � 6 ❑ ❑ 2345 C8 04/22/2020 i,�� r� ❑ ❑ 2346 H � �� L 0 ❑ ❑ REQ'D 28 F 4,000 Remarks: Please refer to field report#F228681 for further details on concrete placement Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0312512020,#C228682,Page 1 of 2 �iTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting REPORTED BY:Tristan Macke REVIEWED BY:, Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241,1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0312512020,*C228682,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting "'w"w�wrtsc.++"�� MTA Park and Ride Development - 19S145-01 - Compression Test: Concrete: Report #C228679 - DRAFT CLIENT SCJ Alliance DATE 03/24/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: -V Inspection Date: Time Onsite: Weather Sunny,40's*F 0324/2020 9:00am Conditions: . 1 Inspection Performed: Compression Test: Concreteseed Field Data (ASTM C-31): �dgt Location of Placement: Curb for roundabout 1p1 Sample Location: South East curbs -- Contractor:ACI Subcontractor: Supplier/Plant:Miles/224 Qty Placed,Cu. 4 of 4CY Slump, Inches(ASTM C-143)or W/C Ratio: 4.5 Concrete Temp, °F(ASTM C-1064): 74 Yd.. Delivery Ticket 149016 Job Spec.Slump: N/A' Ambient Temp, °F: 42 Truck#:'M095 Air Content,%(ATSM C-231):'5.1 Min Temp, °F: Batch Time: 9:49 Job Spec.Air:;N A/A/ Max Temp, °F: Sample Time: 11:17 Mix#and Proportions: 0442A(4CY) j Cement,lbs.: 2235 Coarse Agg,lbs.: 7/8#57, 7470 ; Admixture,oz./cwt:MBAE90, 12oz Flyash,lbs.: Coarse Agg,lbs.: Admixture,oz./cwt:MB POLY 997, 134oz I - -- Water,gals.: 52 Coarse Agg,lbs.:: Admixture,oz./cwt:MB NC 534,136oz —] Fine Agg,lbs.:15390 _ I Coarse Agg,lbs.: _ Admixture,oz./cwt: 2 Gallons of water were added 0 Prior to sampling Sample Type & Compression Test Results: Received 03/25/2020 Sample Set 1 of 1 Type of Compression Concrete(ASTM C-39) Test: Lab Tests: New Log Test Total Sample Sample Comp. Break ASTM ASTM # Age Date of Test Load Dim. Area(Sq. Strength Tested By Type C-617 C-1231 (Days) (Lbs.) (In.) In.) (PSI) _ 2316 7 03/31/2020 59,089 4.00 —IL12.57 jt 4,700 j� Ciara Macke �C 5 ❑ 2317—] 28 04/21/2020 f��[��^ ��. 0 ❑ ❑ 2318_]C28 04/21/2020 0 0 0 2319 ]E28 04/21/2020 --� � ]� 0 ❑ ❑ 2320 H �_ �� _. 0 ❑ ❑ REQ'D '28 F 4,000 Remarks: Please refer to field report#F228678 for further details on concrete placement Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0312412020,#C228679,Page 1 of 2 MTC Materials Testing & Consulting, Inc. ` Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting �"^�r..yac..+w� REPORTED BY:Tristan Macke REVIEWED BY: , Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net AITA Park and Ride Development-19S145-01,0312412020,#C228679,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting ��ac.r+w� MTA Park and Ride Development - 19S145-01 - Compression Test: Concrete: Report #C228529 - DRAFT CLIENT SCJ Alliance DATE 03/23/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: Weather 03/23/2020 11:00am Conditions: Sunny,40's F RECEIVED Inspection Performed: Compression Test: Concrete 2� Field Data (ASTM C-31): MAR 3 Location of Placement: Curb for roundabout 6,�5 . p�ldor Str68 Sample Location: South west curbs J Contractor:ACI Subcontractor: Supplier/Plant:Miles/224 Qty Placed,Cu. 10 of Slump,Inches(ASTM C-143)or W/C Ratio: 4.75 Concrete Temp,°F(ASTM C-1064): 76 Yd.: 13CY _ Delivery Ticket 148950 Job Spec.Slump: N/Al Ambient Temp, °F: 45 Truck#: M121 Air Content,%(ATSM C-231): 4,3 Min Temp, °F: Batch Time: 10:00 Job Spec.Air: N/A Max Temp, °F: Sample Time: 11:03 Mix#and Proportions: 0442A(10cy) Cement,lbs.: 5620 Coarse Agg,lbs.: 7/8#57, 18770 Admixture,oz./cwt:MBAE90,30oz Flyash,lbs.: Coarse Agg, lbs.: Admixture,oz./cwt:MB POLY 997,336oz Water,gals.: 150 ? Coarse Agg,lbs.:i Admixture,oz./cwt:MB NC 534,340oz Fine Agg,lbs.: 13420 Coarse Agg,lbs.: — _ Admixture,oz./cwt: —� 5 Gallons of water were added 0 Prior to sampling®After sampling Sample Type & Compression Test Results: Received 03/24/2020 Sample Set 1 of 1 Type of Compression Concrete(ASTM C-39) Test: Lab Tests: New Log Test Total Sample Sample Comp. Break ASTM ASTM # Age Date of Test Load Dim. Area(Sq. Strength Tested By Type C-617 C-1231 (Days) (Lbs.) (In.) In.) (PSI) 2M8 IL 7 03/30/2020 72,148 3.99 - 12.50 5,770 Ciara Macke —j 2 ❑ 2289�L 28 04/20/2020 �I�1i I` - _ j 0 ❑ ❑ 2290�C 28 04/26/2020 ' � - ��-- _7,_ 0 ❑ ❑ ,72291 C 28 04/20/2020 0 0 11 2292 r_ H 0 ❑ ❑ REQ'D 28 4,000 Remarks: Please refer to field report#F228528 for further details on concrete placement Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0312312020,#C228529,Page 1 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting ��+wrtiac++�"� REPORTED BY:Tristan Macke REVIEWED BY:, Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.24 1.19 74 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0312312020,*C228529,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting k'�-wor�ac..+�s" MTA Park and Ride Development - 195145-01 - Field Report: Concrete: Report #F228681 CLIENT SCJ Alliance DATE 03/25/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT#GRD2019-00015 Inspection Information: RECEIVED Inspection Date: Time Onsite: 10:30 Weather Cloudy,40's*F 03/25/2020 AM Conditions: PIHI��p 3 1J n 2020 Inspection Performed: Concrete 615 W. Alder Street Subcontractor: N/A Continuous or Periodic: Continuous Sheets: Civil Drawings Location/Area: Curb for roundabout Details: Civil Drawings Level/Elevation: Curb Approved Plans Dated: 11/06/2019 Remarks: CONCRETE PLACEMENT: Continuous MTC inspector on site,as requested,to observe the placement of approximately 40 CY of concrete with Mix Design ID #0442A supplied by Miles Sand and Gravel into curbs for roundabout. One set of five(4"x 8")cylinders was cast for compressive strength test specimens. Refer to Report#C228682 for field test results and for more information. Concrete was placed via trucks'chute and finished by hand. I To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: UPLOADED: 03/25/2020 19:35:25 UPLOADED: 03/25/2020 19:35:27 Corporate - 777 Chrysler Drive - Burlington, WA 98233 • Phone 360.755.1990 o Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.24 1.19 74 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0312512020,#F228681,Page 1 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting v"��+w,aac..++�� REPORTED BY:Tristan Macke REVIEWED BY:Medhanie Tecle,Project Manager Corporate - 777 Chrysler Drive • Burlington, WA 98233 - Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www,mtc-inc.net MTA Park and Ride Development-19S145-01,03/2512020,#F228681,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting z s�.iac..+w� MTA Park and Ride Development - 19S145-01 - Field Report: Concrete: Report #F228678 CLIENT SCJ Alliance DATE 03/24/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: 9:00 Weather Sunny,40's*F ~N E C E!V E D 03/24/2020 AM Conditions: Inspection Performed: Concrete AL_!_,7. 20 Report Profile: ��5 W. Alder Street ® Deficiencies Cleared 0 Needs Engineer's Approval 0 Approved by Engineer ® Standby (1 Hours) Subcontractor: I N/A Continuous or Periodic: Continuous Sheets: Civil Drawings Location/Area: Curb for roundabout Details: Civil Drawings Level/Elevation: Curb Approved Plans Dated: Remarks: CONCRETE PLACEMENT: Continuous MTC inspector on site,as requested,to observe the placement of approximately 4CY of concrete with Mix Design ID #0442A supplied by Miles Sand and Gravel into curbs for roundabout. One set of five(4"x 8")cylinders was cast for compressive strength test specimens. Refer to Report#C228679 for field test results and for more information. Concrete was placed via trucks'chute and finished by hand. NOTEWORTHY ITEM: Approved plans and mix design were not available at the time of inspection.Therefore,there were no known tolerances for slump and air content. Contractor said he only knew the required strength,which is 4,000 psi @ 28 days.This report and Report#C228679 need EOR's approval. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans with the exception of the items noted above. ***Project plans and a mix design were submitted to MTC on 03126120.Thus,this report clears Report Nos. F228395,F228309,F228462 and F228528,dated 03118120,03119120,03120120,03123120, respectively.*** To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.24 1.19 74 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0312412020,#F228678,Page 1 of 2 X'C Materials Testing & Consulting, Inc.Geotechnical Engineering&Consulting•Special Inspection Materials Testing•Environmental Consulting r r UPLOADED: 03/25/2020 18:50:15 REPORTED BY:Tristan Macke REVIEWED BY:Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 3 60.69 8.6787 206.241.1974 Visit our website: www.mte-inc.net MTA Park and Ride Development-19S145-01,03124/2020,#F228678,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting ram.IVED MTA Park and Ride Development - 19S145-01 - Compression Test: Concrete: eport #C228463 - DRAFT MAR 21 2020 CLIENT SCJ Alliance DATE 03/20/202Q . .. Hider Street PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: Weather 0320/2020 10:00am Conditions: Sunny,40's*F Inspection Performed: Compression Test: Concrete Field Data (ASTM C-31): Location of Placement: Curb for roundabout Sample Location: Same as placement Contractor:ACI Subcontractor: Supplier/Plant:Miles/224 Qty Placed,Cu.9.5 of Slump, Inches(ASTM C-143)or W/C Ratio: 5 Concrete Temp, °F(ASTM C-1064):r 7 Yd.: 20CY _ Delivery Ticket 148919 Job Spec.Slump: N/A Ambient Temp, °F: 47 Truck#: M094 Air Content,%(ATSM C-231): 4,4 Min Temp, °F: Batch Time: 10:17 Job Spec.Air:[N/A Max Temp, °F: Sample Time: 11:09 Mix#and Proportions: 0442A(9.5cy) Cement,lbs.: 5365 Coarse Agg,lbs.: 7/8#57, 17830 Admixture,oz./cwt: MBAE90,29oz _ _ . Flyash,lbs.: Coarse Agg,lbs.: Admixture,oz./cwt:MB POLY 997,324oz Water,gals.: 152 Coarse Agg,lbs Admixture,oz./cwt:MB NC 534, 164oz' Fine Agg,lbs.: 12640 _ Coarse Agg,lbs Admixture,oz./cwt: —� 5 Gallons of water were added ®Prior to sampling Sample Type & Compression Test Results: of Compression Received 03/23/2020 Sample Set 1 of 1 TypeTest: Concrete(ASTM C-39) Lab Tests: New Log Test Total Sample Sample Comp. Break ASTM ASTM # Age Date of Test Load Dim. Area(Sq. Strength Tested By Type C-617 C-1231 (Days) (Lbs.) (In.) In.) (PSI) 2235 JC 7 03/27/2020 64,697 I 4.00 12.57 5,150 iF iara Macke j[ 5 J ❑ 2236 J 28 04/17/2020 ( 0 ❑ El 2237 ]E28 04/17/2020 �� L. 0 ❑ ❑ 2238 04/17/2020- IF 0 1 [1 ❑ 2239 ]E HL�L��. 0 ❑ ❑ REQ'D '28 4,000 Remarks: Please refer to field report#F228462 for further details on concrete placement Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.64 7.6 111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0312012020,#C228463,Page 1 of 2 .N1TC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting �""�+nrrr-c.n+••"` REPORTED BY:Tristan Macke REVIEWED BY:, Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0312012020,#C228463,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geatechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting r"'O�+ar�•c+++�� MTA Park and Ride Development - 19S145-01 - Field Report: Concrete: Report #F228528 CLIENT SCJ Alliance DATE 03/23/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT#GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: 11:00 Weather Sunny,40's*F RECEIVED 03/23/2020 AM Conditions: A Inspection Performed: Concrete _. MAR 2 4 2020 Report Profile: 615 W. Alder Street 0 Needs Engineer's Approval Subcontractor: N/A Continuous or Periodic: Continuous Sheets: rN/A Location/Area: Curb for roundabout _—_ Details: N/A ;Level/Elevation: Curb Approved Plans Dated: Remarks: CONCRETE PLACEMENT: Continuous. MTC inspector on site,as requested,to observe the placement of approximately 13 CY of concrete with Mix Design ID #0442A supplied by Miles Sand and Gravel into curbs for roundabout. One set of five(4"x 8")cylinders was cast for compressive strength test specimens. Refer to Report#C228529 for field test results and for more information. Concrete was placed via trucks'chute and finished by hand. NOTEWORTHY ITEM: I Approved plans and mix design were not available at the time of inspection.Therefore,there were no known tolerances for slump and air content. Contractor said he only knew the required strength,which is 4,000 psi @ 28 days.This report and Report#C228529 need EOR's approval. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans with the exception of the items noted above. i To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360,698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0312312020,#F228528,Page 1 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting.Special Inspection.Materials Testing•Environmental Consulting �"j+*m�sc. " �r V UPLOADED: 03/23/2020 18:10:02 UPLOADED: 03/23/2020 18:10:05 REPORTED BY:Tristan Macke REVIEWED BY:Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0312312020,#F228528,Page 2 of 2 Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting Zk MTA Park and Ride Development - 19S145-01 - IPD-Soil Compaction: Report #D228530 CLIENT SCJ Alliance DATE 03/23/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT#GRD2019-00015 Inspection Information: RECEiV��' Inspection Date: Time Onsite: 11:00 Weather 40's*F,sunny 03/23/2020 AM Conditions: Inspection Performed: IPD-Soil Compaction Field Data: 615 W. Alder Street Work/Location: SE of roundabout,truck apron Gauge Standard MS: 9963 Equipment ID&Serial#: CPN MC-1,Ser.#MD50302506 _�Gauge Standard DS: 28841 Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: 1.S19-2376 Well graded gravel with sand,crushed 144.8 7.1% TEST METHOD o ASTM D-1557 /AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. Wet Dry Dens. Moist% Sample %Comp. %Regd. # 1 BS SE Truck apron FG 148 139.8 5.9 1 96.57F95 2 BS SW Truck apron FG 152.5 142.1 7.3 1 98.1 95 ❑ Native Soils Soils consistent with Proctor O Yes O No ® Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: MTC inspector onsite,as requested,to perform in-place density testing on imported CSBC material placed on the SE of roundabout,truck apron. Original grade was incorrect so contractor placed an additional 2 inches thick of material and compacted again with steel drum roller. Results of the in-place density tests met the required minimum 95%relative compaction.Moisture contents were also within acceptable ranges from the optimum. Contractor was notified of results To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: Corporate - 777 Chrysler Drive e Burlington, WA 98233 - Phone 360.755.1990 a Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0312312020,#D228530,Page 1 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting v"b� ac..+x� i UPLOADED: 03/23/2020 18:24:32 REPORTED BY:Tristan Macke REVIEWED BY:Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0312312020,#D228530,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting �""�Ar.iAcw�'�� MTA Park and Ride Development - 19S145-01 - IPD-Soil Compaction: Report #D227906 CLIENT SCJ Alliance DATE 03/12/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD201J 00015 Inspection Information: Inspection Date: Time Onsite: 8:32 Weather 50's*F,sunny Q�C�,`�r�_ 03/12/2020 AM Conditions: 1 Inspection Performed: IPD-Soil Compaction Field Data: 1 W Aber Street Work/Location: East side shoulder of SR3,and sute road Gauge Standard M1 718 Equipment ID&Serial#: Troxler 3440A,Ser.#22152 :Gauge Standard DS: 2104 Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: L S19-2376 Well graded gravel with sand,crushed 144.8 7.1% —� TEST METHOD s ASTM D-1557/AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Wet o Sample o 0 # Depth Location of Test Elev. Dens. Dry Dens. Moist /a # /o Comp. /o Regd. 1 L 4" See Picture Below L 147.9 138.� 6.5 C 1 �� 95.9 �}95 2 C 4" See Picture Below �! 1C 145.8 137.4_ 5.8 1 �� 95.2 95 3 C 4" See Picture Below 1147.5 138.8 6.3 iC 1 .�L 95.9 �_95 4 C� 4" See Picture Below -��C 148 139.4776.2 i 1 96.3 95 �� C Jr _�_ 5 See Picture Below l�0E 150.3 140.6 6.9 ,;F 1 ._�L 97.1 �,95 6 ,;See Picture Below _�� 147.5 T 138_6 6.4 _jC 1 �E 95.7 ._�95 ❑ Native Soils Soils consistent with Proctor O Yes O No ® Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: MTC inspector on site,as requested,to perform in-place density tests on CSBC placed for East side shoulder of SR3,and site road. Results of the tests met or exceeded the required minimum 95%relative compaction as shown.Areas tested were firm and unyielding at the time of inspection. Contractor was notified of test results. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.24 1.19 74 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0311212020,#D227906,Page 1 of 2 r1TC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting M1T 3 -- ,•�i a,,tiyL= ! UPLOADED: 03/12/2020 08.32:43 • . r UPLOADED: 03/12/2020 08:32:43 xj - 9 UPLOADED: 03/12/2020 08.32:43 REPORTED BY:Jacob Talley REVIEWED BY:Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 e Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0311212020,#D227906,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting �'""+rrrr.c.++r'�"` MTA Park and Ride Development - 19S145-01 - Field Report: Concrete: Report #F228395 CLIENT SCJ Alliance DATE 03/18/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Ins ection Date: Weather 0318/2020 Time Onsite: 12:00 Conditions: Sunny,40's*F +--- "` w p Inspection Performed: Concrete „- Ir'Ht�MAD 2 0 2020 Report Profile: ® Needs Engineer's Approval t3•1 5 w. alder Street Subcontractor: N/A Continuous or Periodic: Continuous Sheets: [NIA:]Location/Area: Curb on North Side of exit lane Details: N/A Level/Elevation: Curb Approved Plans Dated: Remarks: CONCRETE PLACEMENT: Continuous MTC inspector on site,as requested,to observe the placement of approximately 20CY of concrete with Mix Design ID #0442A supplied by Miles Sand and Gravel into curbs on North Side of exit lane. One set of five(4"x 8")cylinders was cast for compressive strength test specimens.Refer to Report#17228400 for field test results and for more information. i Concrete was placed via trucks'chute and finished by hand. NOTEWORTHY ITEM: Approved plans and mix design were not available at the time of inspection.Therefore,there were no known tolerances for slump and air content.Contractor said he only knew the required strength,which is 4,000 psi @ 28 days.This report and Report#C228400 need EOR's approval. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans with the exception of the items noted above. Images: Corporate - 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0311812020,#F228395,Page 1 of 2 ITC Materials Testing & Consulting, Inc. LM3 Geotechnical Engineering&Consulting.Special Inspection.Materials Testing•Environmental(onsultinh ..... r1 7 py . '00 0, UPLOADED: 03/20/2020 15:42:57 UPLOADED: 03/20/2020 15:43:00 REPORTED BY:Jacob Talley REVIEWED BY:Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0311812020,#F228395,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting Y'�`�+�ac..+»� MTA Park and Ride Development - 19S145-01 - IPD-Soil Compaction: Report #D228312 CLIENT SCJ Alliance DATE 03/19/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: Weather [40's*F, RECEIV D 03/19/2020 10:00am Conditions: sunny Inspection Performed: IPD-Soil Compaction MAR Field Data: 5W. Ic1er Street Work/Location: East side shoulder along SR-3 Gauge Standard S: 9375 Equipment ID 6r Serial#: CPN MC-1,Ser.#MD50302506 Gauge Standard DS: 28929 Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: 1.S19-2376 Well graded gravel with sand,crushed 144.8 7.1% TEST METHOD N ASTM D-1557/AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. Wet Dens. Dry Dens. Moist% Sample %Comp. %Regd. # Depth # 1 10" F+0.76 _v- �71 151.5 142.3] 6.5 1 E, 98.3 95 2 10" F+0.65 4 147.4 137.9 6.9 C 1 ]L 95.2 95 3 10" F+1.15 �L��150.6 140.2.] 7.4 1 ,_�L. 96.8 _-95 4 10" F+0.91 148.9 139 7.1 1 96 95 ❑ Native Soils Soils consistent with Proctor O Yes O No ® Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: MTC inspector onsite,as requested,to perform in-place density testing on imported CSBC material placed on the East side shoulder of SR3. Approximately 600 feet lineal feet of fill was tested. Results of the in-place density tests met the required minimum 95%relative compaction.Moisture contents were also within acceptable ranges from the optimum. Contractor was notified of results To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 3 60.69 8.67 87 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0311912020,#D228312,Page 1 of 2 � TC Materials Testing & Consulting, Inc. " Geotechnical Engineering&Consulting.Special Inspection•Materials Testing•Emit-onmentaI(onsultinh INIM r a a! _• l4 J. UPLOADED: 03/19/2020 12:03:18 UPLOADED: 03/19/2020 12:03:21 fi l UPLOADED: 03/19/2020 12:03:23 UPLOADED: 03/19/2020 12:03:26 REPORTED BY:Tristan Macke REVIEWED BY:Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net AffA Park and Ride Development-19S145-01,0311912020,*D228312,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental ConsultingrrRac..+w� MTA Park and Ride Development - 19S145-01 - Field Report: Concrete: Report #F228309 CLIENT SCJ Alliance DATE 03/19/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: 10:00 Weather IS unny,40's*F RE V D 03/19/2020 AM Conditions: 1 Inspection Performed: Concrete MM Report Profile: 0 Needs Engineer's Approval 615 W. Alder Street Subcontractor: N/A Continuous or Periodic: �_Ontinuous Sheets: N/A Location/Area: urb for roundabout Details: C_N/A Level/Elevation: urb ---------- Approved Plans Dated: C_] Remarks: CONCRETE PLACEMENT: Continuous MTC inspector on site,as requested,to observe the placement of approximately 20 CY of concrete with Mix Design ID #0442A supplied by Miles Sand and Gravel into curbs for roundabout. One set of five(4"x 8")cylinders was cast for compressive strength test specimens.Refer to Report#C228310 for field test results and for more information. Concrete was placed via trucks'chute and finished by hand. NOTEWORTHY ITEM: Approved plans and mix design were not available at the time of inspection.Therefore,there were no known tolerances for slump and air content. Contractor said he only knew the required strength,which is 4,000 psi @ 28 days.This report and Report#C228310 need EOR's approval. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans with the exception of the items noted above. Images: Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 3 60.5 34.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtC-inc.net MTA Park and Ride Development-19S145-01,0311912020,#F228309,Page 1 of 2 kC—.-, Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting "+ 1 r �.. �.' .. Z. .'.. 1t 'F.'1' • .. ar i UPLOADED: 03/19/2020 11:46:08 UPLOADED: 03/19/2020 11:46:11 REPORTED BY:Tristan Macke REVIEWED BY:Medhanie Tecle,Project Manager Corporate - 777 Chrysler Drive e Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0311912020,#F228309,Page 2 of 2 X-r Materials Testing & Consulting, Inc. Gcotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting MTA Park and Ride Development - 19S145-01 - Field Report: Visual Soil Inspection: Report #F227565 CLIENT SCJ Alliance DATE 03/06/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: 8:00 Weather ?40s rain 03/06/2020 AM Conditions: Inspection Performed: Visual Soil Inspection Comments: Proof Roll of Entryway: MTC inspector arrived on site,as requested,for visual soil inspection of newly-graded roadway subgrade.Location of inspection was the proposed pavement areas at the southern quadrant of the proposed roundabout from approximate STA 13+50 to 15+50 and STA 55+00 to 58+00.Soils appeared to be a mix of import gravel borrow&native gravelly material. Proof roll was performed using a full loader making multiple passes over the entire pavement area.during proof roll, soils achieved 0.0 inches of deflection throughout,appearing suitably firm&unyielding,even in areas with standing water. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: T I UPLOADED: 03/06/2020 11:04:44 REPORTED BY: Luke McCann REVIEWED BY:Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 3 60.69 8.67 87 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0310612020,#F227565,Page 1 of 1 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting Z we�c.++M� MTA Park and Ride Development - 19S145-01 - IPD-Soil Compaction: Report #D227851 CLIENT SCJ Alliance DATE 03/11/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: RECEIVED Inspection Date: Time Onsite: 1145 Weather 50's*F,sunny 03/11/2020 Conditions: MAR 2020 Inspection Performed: IPD-Soil Compaction }der Street Field Data: Work/Location: East side shoulder of SR3 Gauge Standard MS: 1059 Equipment ID&Serial#: CPN MC-1 Elite,Ser.#31407 Gauge Standard DS: 4014 Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: 1.S19-2376 Well graded gravel with sand,crushed 144.8 7.1% TEST METHOD ® ASTM D-1557/AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. Wet Dry Dens. Moist% Sample ova Comp. %Regd. # Depth Dens. # 1 L 10" --50'Nor intersection FG 146.1 137.6_ 6.2 C 1 l 95�[ 95 2 r 10" `�-60 N.of shot 1 - � FG 147.7 138.3� 6.8 �(� 1 J 95.5 �95 ❑ Native Soils Soils consistent with Proctor O Yes O No ® Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: MTC inspector onsite to perform In Place density Testing of imported CSBC material placed on the East side shoulder of SR3. Approximately 150 feet lineal feet of backfill was tested. Results of the in-place density tests met the required minimum 95%relative compaction.Moisture contents were also within acceptable ranges from the optimum. Contractor was notified of results To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: Corporate - 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 - Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6Ill 360.698.6787 206.241.1974 Visit our website: w%N�%.mtc-inc.net MTA Park and Ride Development-19S145-01,0311112020,#D227851,Page 1 of 2 .Vffc Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting y""'+n■W4ac.r+'y�i .�u UPLOADED: 03/11/2020 14:07:59 UPLOADED: 03/11/2020 14:08:01 REPORTED BY:Ray Gean II REVIEWED BY:Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0311112020,*D227851,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consultingac..++�� MTA Park and Ride Development - 19S145-01 - IPD-Soil Compaction: Report #D227316 CLIENT SCJ Alliance DATE 03/04/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT ##GRD2019-OOD-U Inspection Information: R �- v E Inspection Date: Time Onsite: 9:45 Weather Sunny, 50's*F MAR 16 2020 03/04/2020 AM Conditions: _ Inspection Performed: IPD-Soil Compaction b i o VV. Alder 88t Field Data: Work/Location: Se below Gauge Standard MS: 9843 Equipment ID&Serial#: CPN 1,Ser.#MD50302506 Gauge Standard DS: 1 28745 Test Samples: Sample#:Description:Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: 1.S19-2149 �C-137.7 13%Optimum Moisture - — -------- TEST METHOD ® ASTM D-1557 /AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode Wet D Moist S / Location of Test Elev. n' am Ple °/° # Dens. Dens. % # Comp. Reqd. Depth 1 4" Approximately 125 from valve at round about—=EL_ 151.2 134.5] 12.4 F l 97.7 95 2 6" Approximately 60 feet from valve at round about �� 148.6 132.8] 11.9 1�C96.4 95 3 ly 25-from valve at round about 1 148.9 132.6� 12.3 L��96.3 95 t pprwdmate ® Native Soils Soils consistentwith Proctor O Yes O No ❑ Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: i In-Place Density Testing: MTC inspector onsite to perform In Place density Testing of native material excavated for placement of water line coming from main road entrance(Highway 3).Approximately 150 feet of backfill was tested.All tests met 95%compaction requirements and better.Contractor was notified of results Visual Soil Inspection:also well on site inspector was requested to perform visual T Probe on area where curb will be placed on opposite side of main entrance Road.Inspector used half inch diameter tee probe as required.All areas tested were firm and unyielding and tee probe is not able to penetrate material more than 1 1/4 in in any area tested.Material substantial for placement of curb.Contractor was notified of results. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0310412020,#D227316,Page I of 2 NfTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting specifications and approved plans. Images: r +I I .'i - r UPLOADED: 03/05/2020 17:59:27 UPLOADED: 03/05/2020 17:59:30 A. q 14'1 * s 'y 1 F *44. UPLOADED: 03/05/2020 18:00:15 REPORTED BY:Jacob Talley REVIEWED BY:Medhanie Tecle, Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net AfTA Park and Ride Development-19S145-01,0310412020,*D227316,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting am�eac..+�� MTA Park and Ride Development - 19S145-01 - IPD-Soil Compaction: Report #D227904 CLIENT SCJ Alliance DATE 03/10/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: CEIVED Inspection Date: Time Onsite: 11:00 Weather [50's*F,sunny 03/10/2020 AM Conditions: 1 Inspection Performed: IPD-Soil Compactione�Street Field Data: _ Work/Location: East Side Shoulder of SR3,and Site Road Gauge Standard MS: r718 Equipment ID&Serial#: r*xler 3440A,Ser.#22152 Gauge Standard DS: 2104 Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: 1.S19-2376 Well graded gravel with sand,crushed 144.8 7.1% TEST METHOD o ASTM D-1557/AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. Wet Dry Dens. Moist% Sample %Comp. %Regd. # 1 L 4" See Picture Below 147.9 138.9 6.5 95.9 95 2 4" See Picture Below 145.8 137.8�r 5.8 95.2 95 3 C. 4" See Picture Below 147.5 138.8 6.3 jr 95.9 95 4 4" See Picture Below —�� 148 139.4 6.2 Y��C 96.3 95 5 C 4" See Picture Below — �� 150.3 �140.6 6.9 1 1 [ 97.1 95 6 C 4" See Picture Below — ��r 147.�C138.6 6.4 ^j 95.7 j 95 ❑ Native Soils Soils consistent with Proctor O Yes O No ® Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: MTC inspector on-site to perform in-place density tests on compacted CSBC that was placed in one lift over time for East side Shoulder of SR3,and site road until roundabout. All shots taken met or exceeded the required minimum 95%relative compaction.Material tested today appeared firm and unyielding. MTC Inspector also observed a proof roll of native cut material using excavator with fully loaded bucket.There was no pumping,sinking or deflection of native material and appeared to be firm and unyielding. Contractor was notified of the above results To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 20 6.24 1.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0311012020,#D227904,Page I of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•EnN ironmcntal Consulting Images: ti -� ��j � _,• 4 "tic ,� `�►"'`-, ...... 4,y�� c� UPLOADED: 03/12/2020 08:32:19 e' UPLOADED: 03/12/2020 08:32:20 J i UPLOADED: 03/12/2020 08:32:23 REPORTED BY:Jacob Talley REVIEWED BY:Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net AfTA Park and Ride Development-19S145-01,03/10/2020,#D227904,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting >".eac++°'�" MTA Park and Ride Development - 19S145-01 - IPD-Soil Compaction: Report #D226087 CLIENT SCJ Alliance DATE 03/02/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2018-00015 Inspection Information: _ �_ ?f=CEIVED Inspection Date: Time Onsite: 11:00 Weather Sunny, 50's*F MAR 0 4 2U20 03/02/2020 AM Conditions: Inspection Performed: IPD-Soil Compaction 6. a n�uca 5Uee1 Field Data: Work/Location: [See below Gauge Standard MS: 10183 Equipment ID&Serial#: [CPN MC-1,Ser.#MD50302506 !,Gauge Standard DS: 29648 Test Samples: Sample#: Description:Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: 1.S19-226087 CSBC 144.8 7.1% TEST METHOD o ASTM D-1557 /AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. Wet Dry Dens. Moist% Sample %Comp. %Regd. # 1 i 4" See picture below L 130.1 120.6 7.9 1 JL 83.3 95 _J 2 4" See picture below 134.8 125.2��7 1 �� 86.5 95 O Native Soils Soils consistent with Proctor O Yes O No 0 Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: MTC Inspector onsite,as requested,for in-place density testing of subgrade for curb in section of road shown in picture below.Upon arrival,inspector was informed that 1.25"minus(CSBQ was only placed in 8.5"in the area needing testing. Inspector took 2 tests to verify that Nuclear Density Gauge was NOT able to accurately test lift under 1 foot over uncut native soil.Inspector recorded shots shown above as examples. Inspector determined T-probe to be the best method of Testing.T-probe did not penetrate material more than 1.25"in areas tested.All material appeared to be firm and unyielding and suitable for its intended use.Contractor was notified of results NOTE:The test results above do not accurately represent the condition of the material placed and compacted prior to inspector's arrival.These results are NOT a deficient report and are only used as an example to show Gauge inaccuracies in 1'or less lifts over uncut native material. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0310212020,#D226087,Page 1 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting �"tirryac..+'rr` I a x� UPLOADED: 03/02/2020 20:52:16 UPLOADED: 03/02/2020 20:52:18 t CURB FROM L TO r+r�or+Iaa�t t PASStea , a 9W _ WE Kr•PPL" ILK GILL-� a9arsa ; � sseir.s x� 21 YR[H7-! 1L# '`�AEti l�U•M1 ' cap PM a4 '.1:7IL a f•n ri.I t � g !•l UPLOADED: 03/02/2020 20:56:05 UPLOADED: 03/02/2020 20:52:21 wurraFwumt£t -- - � a d•avL�� i._ NO - L11M fHL � 1E�01 ! I WE gym.aac at K,yrus •� i b 9m v-f a LQ'n-I r i = i t UPLOADED: 03/02/2020 20 56:34 REPORTED BY:Jacob Talley REVIEWED BY:Medhanie Tecle, Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0310212020,#D226087,Page 2 of 2 1W MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting Z *�+riac...w� MTA Park and Ride Development - 195145-01 - IPD-Soil Compaction: Report #D225896 CLIENT SCJ Alliance DATE 02/27/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2O18-00015 Inspection Information: RECEIVED Inspection Date: Time Onsite: 11:45 Weather 'Sunny, 50's*F 02/27/2020 AM Conditions: Inspection Performed: IPD-Soil Compaction MAR 0 2 2020 Field Data: 615 W. Alder Street Work/Location: See below Gauge Standard MS: 10045 Equipment ID&Serial#: CPN MC-1,Ser.#MD50302506 Gauge Standard DS: 28865 Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: 1.519-2148 Well graded gravel with silty clay/sand _137.7 7.3% 2.S19-2148 Well graded gravel with silty clay/sand--��- 131.6 5%ORC/8.6%Optimum Moisture 3.S19-2376 Well graded gravel with sand,crushed.Brown/grey;. 144.8 7.1% TEST METHOD ® ASTM D-1557 /AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. Wet Dry Dens. Moist% Sample %Comp. %Regd. # Depth Dens. # 1 [ 10" Location 1 FG �L 155.6 137.1 �i 13.5 1 99.6 95 2 10" Location 2 FG JC154.8 137.4�C 12.7 1 99.8 95 �� _._ 3 10" Location 3 FG 150 136.6]� 9.8 1 1E 99.2 E95 4 10" Location 4 FG 155.4 137 13.4 1 99.5 95 ® Native Soils Soils consistent with Proctor O Yes O No ❑ Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet ® Yes O No compaction Contractor notified of results O Yes O No Remarks: In-Place Density Tests on Water line and JUT backfill . MTC inspector onsite,as requested,to perform in-place density tests on compacted native backfill placed for water line and Joint Utility Trenches as shown below. The backfill was placed in a 2-foot thick lift over water line and JUT. Compaction was achieved with hopac and testing started at FG. Results of the in-place density tests met or exceeded the required minimum 95%relative compaction as shown,and appeared to be firm and unyielding at the time of inspection.Moisture contents were also within commonly acceptable ranges from the optimum. Contractor was notified of results. Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.24 1.19 74 Visit our website: www.mtc-inc.net MTA Park and Ride Development-195145-01,0212712020,#D225896,Page 1 of 4 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting y'b1+ +c °"�i To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: ,0 i i I .Sit>EIYCEP1E11-�I OET,tIi 1Fl511r�7 ,� - --- - _ &LINE (LOG YARD RDj t i / I ; r 1 i 9 UPLOADED: 02/2 7/2020 14:11:30 INE 18+50 �� _A SHEET \ F 1 UPLOADED: 02/z' Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net AfTA Park and Ride Development-19S145-01,02/27/2020,*D225896,Page 2 of 4 VW (�z ITC Materials Testing & Consulting, Inc. -' s Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting FRI OPP" es a 4 —� snaruv-ar anti as SM INE (LOG,rARQ R ) UPLOADED: 02/27/2020 14.11:33 \n NE 16+50 .SHEET ` t , UPLOADED: 02/27/2020 14:11:32 Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,02/27/2020,#D225896,Page 3 of 4 NiTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting �' a r—s a 7-- ALL :. A 7- UPLOADED: 02/27/20'', UPLOADED: 02/27/2020 14:14:44 UPLOADED: 02/27/2020 14:14:47 REPORTED BY:Tristan Macke REVIEWED BY:Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MT.A Park and Ride Development-19S145-01,0212712020,#D225896,Page 4 of 4 WC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting '�'wnr,�sc..+w� MTA Park and Ride Development - 19S145-01 - Field Report: Visual Soil Inspection: Report #F225894 CLIENT SCJ Alliance DATE 02/27/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD201&00015 Inspection Information: RECEIVED Inspection Date: Time Onsite: 11:45 Weather Sunny, 50's*F 02/27/2020 Conditions: Inspection Performed: Visual Soil Inspection MAR 0 2 2Q0 Comments: 615 W. Alder Street Proof Roll of Subgrade for C-line and B-line Roads. MTC inspector onsite as requested to perform a visual soils soils Inspection.Contractor performed a proof roll with a front end loader full of gravel on roads C-line and B-line as shown below. Soils appeared to be firm and unyielding with no sign of deflection or pumping. Contractor notified of results To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: T i y _ '1lt1,. UPLOADED: 02/27/2020 13:57:46 UPLOADED: 02/27/2020 13:57:49 Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 2 06.24 1.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0212712020,#F225894,Page 1 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting.Special Inspection•Materials Testing•Environmental Consulting t;r rt f,L r 1 UPLOADED: 02/27/2020 13:57:52 UPLOADED: 02/27/2020 13:57:54 REPORTED BY:Tristan Macke REVIEWED BY:Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0212712020,#F225894,Page 2 of 2 MTCix Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting MTA Park and Ride Development - 19S145-01 - IPD-Soil Compaction: Report #D225898 CLIENT SCJ Alliance DATE 02/26/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: RECEIVED Inspection Date: Time Onsite: 10:30 Weather Sunny, 50's*F 02/26/2020 Conditions: Inspection Performed: IPD-Soil Compaction FEB 2.8 2020 Field Data: 615 W. Alder Street Work/Location: See below Gauge Standard MS: 9856 Equipment ID&Serial#: CPN MC-1,Ser.#MD50302506 Gauge Standard DS: 29074 Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: 1.S19-2148 Well graded gravel with silty clay/sand ji 137.7 7.3% 2.S19-2148 Well graded gravel with silty clay/sand 5%ORC/8.6%Optimum Moisture 3.S19-2376 Well graded gravel with sand,crushed.Brown/grey 144.8 7.1% TEST METHOD ® ASTM D-1557 /AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. Wet Dry Dens. Moist% Sample ova Comp. %Regd. # 1 10" Location 1 FG 153.5 136.7 12.3 1 99.3 95 ® Native Soils Soils consistent with Proctor O Yes O No ❑ Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: In-Place Density Tests on Backfill into a Joint Utility Trench MTC inspector onsite,as requested,to perform in-place density tests on compacted native backfill placed for Joint Utility Trench as shown below. The backfill was placed in a 2-foot thick lift over the JUT.Compaction was achieved with hopac and testing started at FG. Results of the in-place density tests met or exceeded the required minimum 95%relative compaction as shown,and appeared to be firm and unyielding at the time of inspection.Moisture contents were also within commonly acceptable ranges from the optimum. Contractor was notified of results. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0212612020,#D225898,Page 1 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting �'°"�rm.ac.o+s� Images: BWW ... INE_ YARD RD) a UPLOADED: 02/27/2020 14:20:00 a\ �\LINE 18+50 S SHEET c _ UPLOADED: 02/27/2020 14:21:09 REPORTED BY:Tristan Macke REVIEWED BY:Medhanie Tecle,Project Manager Corporate - 777 Chrysler Drive - Burlington, WA 98233 - Phone 360.755.1990 - Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0212612020,#D225898,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting �Qb�nr.��c..+"'� MTA Park and Ride Development - 19S145-01 - IPD-Soil Compaction: Report #D225644 CLIENT SCJ Alliance DATE 02/24/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2010-00015 Inspection Information: RECEIVED Inspection Date: Time Onsite: 12:00 Weather IS unny,40's*F 02/24/2020 PM Conditions: FEB 2 6 2020 Inspection Performed: IPD-Soil Compaction 615 W. Alder Street Field Data: Work/Location: See below Gauge Standard MS: 10062 Equipment ID&Serial#: CPN MC-1,Ser.#MD50302506 Gauge Standard DS: 28859 Test Samples: Sample#:Description: Proctor Value(pcf): Optimum Moisture and Oversize Rock Correction: 1.S19-2148 Well graded gravel with silty clay/sand -- JE_ 137.7 7.3% 2.S19-2148 Well graded gravel with silty clay/sand_ F_' 131.6 5%ORC/8.6%Optimum Moisture 3.S19-2376 Well graded gravel with sand,crushed.Brown/grey Brown/grey 144.8 7.1% 4.B20-0181 141.4 OMC 7.2/o SW Well-graded Sand with Gravel,crushed o ,ORC= 16/o 0 = (imported) TEST METHOD o ASTM D-1557 /AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. Wet Dry Dens. Moist% Sample %Comp. %Regd. # 1 10" Location 3 j, 4'BFG JL 152.3 139.2.J_ 9.4 `' 4 —98.4 95 J 2 10" Location 3 1 -2'BFG 157.3 140.8 11.7 4 99.6 95 I F E :�- CC_ 3 10" Location 3 '! FG ]C_ 160.5 142.5_jr 12.6 "' 4 100.8 E95 ❑ Native Soils Soils consistent with Proctor O Yes O No 0 Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: In-Place Density Tests on Backfill into a main water line trench MTC inspector onsite,as requested,to perform in-place density tests on compacted imported backfill placed for the main water line as shown below in pictures The backfill was placed in 2-foot thick lifts over water line pipe.Compaction was achieved with hopac and testing started at approximately 4 feet below FG.Blind shots were taken as Proctor values were not available at the time of testing. A sample of the material used,5/8" crush imported rock,was collected and was delivered to MTC's laboratory for Proctor and gradation tests.On 02/26/20,results of the blind shots were re-calculated based on the laboratory Proctor values as shown. NOTE:Because of safety reasons,MTC inspector was not able to take any tests deeper than 4 BFG Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0212412020,#D225644,Page 1 of 2 NITC Materials Testing & Consulting, Inc. y L' Geotechnical Engineering&Consulting•Special Inspection•Dlaterials Testing•EmironmentaI Consulting Contractor was notified of results. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: 7 cry 55 1 c mf y 4 / UPLOADED: 02/24/202018:39:56 UPLOADED: 02/24/2020 18:38:39 r Y UPLOADED: 02/24/2020 18:39:58 UPLOADED: 02/24/2020 18:40:01 REPORTED BY:Tristan Macke REVIEWED BY:Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0212412020,#D225644,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting Z aa.+"'� MTA Park and Ride Development - 19S145-01 - IPD-Soil Compaction: Report #D225749 CLIENT SCJ Alliance DATE 02/25/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD201S-00015 Inspection Information: RECEIVED Inspection Date: Time Onsite: 11:00 Weather 46,Overcast 02/25/2020 AM Conditions: FEB 2 6 2020 Inspection Performed: IPD-Soil Compaction 615 W. Alder Street Field Data: Work/Location: See Photo Below Gauge Standard MS: 10612 Equipment ID&Serial#: CPN MC-1, Ser.#MD60108185 !Gauge Standard DS: 34427 Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: L S19-2148 Well-graded gravel with silt and clay 131.6 8.6(5%ORC) TEST METHOD o ASTM D-1557 /AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. Wet Dry Moist% Sample %Comp. %Regd. # Depth Dens. Dens. # 1 BS See Photo Below(pad) -1'BFG 128.8 2 2" See photo below(pad) -1'BFG 132.9 115_:] 15.6 F1 87.4 95 3 2" See photo below FG 139.2 125.6 10.8 1 95.4 95 4 4" See photo below —� =FG 138.9 125 j it 0 95.1 95 ® Native Soils Soils consistent with Proctor O Yes O No ❑ Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: Onsite as requested by contractor to observe earthwork activity and perform in-place density tests.Two crews were working onsite at this time:ACI for the water line being placed and Totem Electric re-backfilling/compacting over electric conduit placed yesterday near the S bound lane of SR-3. Crew One for waterline: Contractor placed approximately 6"of crushed rock followed by—2'of native soil to backfill.Per contractor,connections were left open for a city inspector.Two tests were taken on the pad prepared by the contractor.Due to moisture being almost double optimum and failing numbers,MTC technician will re-test material/area tomorrow(see tests 1 and 2). Crew Two for electric conduit: Totem Electric placed approximately 30"of native soil backfill over recently placed electric conduit.Contractor had to re- do backfill and compaction today due to missing components yesterday after completion.Tests taken in this area met or exceeded the 95%(see tests 3 and 4). Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0212512020,#D225749,Page 1 of 2 Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting \� 1 To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: � I b, St J• { J � 1•` � 'f i II� 1 UPLOADED: 02/25/2020 15:44:11 Water line: UPLOADED: 02/25/2020 15:44:42 Location of tests performed on pad waterline placed /4� i r UPLOADED: 02/25/2020 15:45:41 Electric conduit placed here and tested UPLOADED: 02/25/2020 15:47:20 REPORTED BY:Amelia Barrett REVIEWED BY:Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 3 60.5 34.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0212512020,#D225749,Page 2 of 2 Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting Zk MTA Park and Ride Development - 19S145-01 - IPD-Soil Compaction: Report #D225603 CLIENT SCJ Alliance DATE 02/21/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information:Inspection Date: Time Onsite: 11:30 Weather .Sunny, 50's*F RECEIVED _ 02/21/2020 AM Conditions: L 2OZO Inspection Performed: IPD-Soil Compaction Field Data: 815 W. Alder Street Work/Location: See below Gauge Standard MS: 10062 Equipment ID&Serial#: CPN MC-1,Ser.#MD50302506 Gauge Standard DS: 28859 Test Samples: Sample#:Description: Proctor Value(pcf): Optimum Moisture and Oversize Rock Correction: 1.S19-2148 Well graded gravel with silty clay/sand —_�� 137.7 7.3% 2.S19-2148 Well graded gravel with silty clay/sand --- � 131.6 5/°ORC/8.6/o Optimum Moisture 3.S19-2376 Well graded gravel with sand,crushed.Brown/gr-e � _ 144.8 7.1% 4.B20-0181 SW,Well-graded Sand with Gravel,crushed 141.4 OMC=7.2%,ORC= 16% (imported) TEST METHOD ® ASTM D-1557/AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. Wet Dry Dens. Moist% Sample %Comp. %Regd. # --------------------- --- -- -- 1 10" Location 2 }��155.4 140.9 10.3 4 L 99.6 95 2 10" Location 2 —��52.2 139.8 8.9 ®E 98.9 95 3 10" Location 2 T -�r'__]7154.8 141.2 ' 9.6 ®C 99.9 95 0 Native Soils Soils consistent with Proctor O Yes O No 0 Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: In-Place Density Tests on Backfill into a main water line trench MTC inspector onsite,as requested,to perform in-place density tests on compacted imported backfill placed for the main water line as shown below in pictures The backfill was placed in 2-foot thick lifts over water line pipe.Compaction was achieved with hopac and testing started at approximately 4 feet below FG. Blind shots were taken as Proctor values were not available at the time of testing. A sample of the material used, 5/8"crush imported rock,was collected and was delivered to MTC's laboratory for Proctor and gradation tests.On 02/26/20,results of the blind shots were re-calculated based on the laboratory Proctor values as shown. NOTE:Because of safety reasons,MTC inspector was not able to take any tests deeper than 4 BFG Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0212112020,#D225603,Page I of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting Contractor was notified of results. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: ��IT 23N..R011q-8.4 xii A _ r. UPLOADED: 02/24/2020 13:04:03 ,, UPLOADED: 02/24/2020 13:04:03 UPLOADED: 02/24/2020 13:04:06 REPORTED BY:Tristan Macke REVIEWED BY:Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0212112020,#D225603,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting �0�tryac..+�� MTA Park and Ride Development - 19S145-01 - IPD-Soil Compaction: Report #D225601 CLIENT SCJ Alliance DATE 02/20/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: RECEIVED Inspection Date: Time Onsite: 9:30 Weather Sunny,40's*F 02/20/2020 AM Conditions: FEB 2 6 2020 Inspection Performed: IPD-Soil Compaction 615 W.Alder Street Field Data: Work/Location: See below }Gauge Standard MS: 9956 Equipment ID&Serial#: CPN MC-1,Ser.#MD50302506 Gauge Standard DS: 28774 Test Samples: Sample#:Description: Proctor Value(pcf): Optimum Moisture and Oversize Rock Correction: 1.S19-2148 Well graded gravel with silty clay/sand 137.7 7.3% 2.S19-2148 Well graded gravel with silty clay/sand ---- -�� 131.6 5%ORC/8.6%Optimum Moisture 3.S19-2376 Well graded gravel with sand,crushed.Brown/grey 144.8 7.1% SW Well-graded Sand with Gravel,crushed E o 0 4.B20-0181 (imported) 141.4 OMC=7.2/o,ORC= 16/o TEST METHOD o ASTM D-1557/AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. Wet Dry Dens. Moist% Sample %Comp. %Regd. # 1 10" Location 1 i 4'BFG�L 152.3 138.1j[ 10.3 4 97.7 95 FG 2 10" Location 1 — � 4 BFG E. 151� 139 C 8.6 4 ]E_ 98.3 95 3 10" Location 1 -�� FG 154.5 141.2 9.4 i_- 4 99.9 95 ❑ Native Soils Soils consistent with Proctor O Yes O No ® Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: In-Place Density Tests on Backfill into a main water line trench MTC inspector onsite,as requested,to perform in-place density tests on compacted imported backfill placed for the main water line as shown below in pictures The backfill was placed in 2-foot thick lifts over water line pipe.Compaction was achieved with hopac and testing started at approximately 4 feet below FG.Blind shots were taken as Proctor values were not available at the time of testing. A sample of the material used, 5/8"crush imported rock,was collected and was delivered to MTC's laboratory for Proctor and gradation tests.On 02/26/20,results of the blind shots were re-calculated based on the laboratory Proctor values as shown. NOTE:Because of safety reasons,MTC inspector was not able to take any tests deeper than 4 BFG Corporate - 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 3 60.69 8.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0212012020,#D225601,Page 1 of 2 (4�1rc Materials Testing & Consulting, Inc. y r7 Geotechnical Engineering&Consulting*Special Inspection•D1aterials Testing• Gnvironmcnhil Cansultinh "� a Contractor was notified of results. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: r: t' z ` Q UPLOADED: 02/24/2020 12:50:05 UPLOADLU: 02/24/2020^12:50:08 r` UPLOADED: 02/24/2020 12:50:11 UPLOADED: 02/24/2020 12:52:49 REPORTED BY:Tristan Macke REVIEWED BY:Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www,mtc-ine.net AfTA Park and Ride Development-19S145-01,0212012020,#D225601,Page 2 of 2 R" MTC Materials Testing & Consulting, Inc. Gcotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting Z urgac.r+w� MTA Park and Ride Development - 19S145-01 - IPD-Soil Compaction: Report #D225563 CLIENT SCJ Alliance DATE 02/10/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: 11:00 Weather Sunny,40's*F RECEIVED 02/19/2020 AM Conditions: FEB Inspection Performed: IPD-Soil Compaction FEB Field Data: 615 W.Alder Street Work/Location: See below Gauge Standard MS: 9819 Equipment ID&Serial#: CPN MC-1,Ser.#MD50302506 j Gauge Standard DS: 28796 Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: L S19-2148 Well graded gravel with silty clay/sand 1 137.7 7.3% 2.519-2148 Well graded gravel with silty clay/sand --�_��-^-131.6 5%ORC/8.6%Optimum Moisture 3.S19-2376 Well graded gravel with sand,crushed.Brown/gre 144.8 7.1% -- TEST METHOD ® ASTM D-1557 /AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. Wet Dry Dens. Moist% Sample %Comp. %Regd. # 1 10" Location 1 2'BFG 147 133.3 10.3 _ 1 ]l. 96.8 95 2 10" Location 1 FG 155.2 139.7 JL 11.1 3 �C 96.5 95 3 10" Location 2 -2'BFG 146.1 133.8 [ 9.2 97.2 95 �. 4 10" Location 2� ^_�; FG 156.2 140 �11.6�(� 3 ]L 96.7 7 95 ® Native Soils Soils consistent with Proctor O Yes O No ® Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: In-Place Density Tests on Backfill into a Trench for Storm Drain. MTC inspector onsite,as requested,to perform in-place density tests on compacted native and imported backfill placed for the storm drains shown below in the pictures. The backfill was placed in 2-foot thick lifts over storm drain.Compaction was achieved with hopac and testing started at approximately 2 feet below FG.Native material Was used for the first 2-foot lift and imported 1 1/4"material was placed as a final lift. Results of the in-place density tests met or exceeded the required minimum 95%relative compaction as shown,and appeared to be firm and unyielding at the time of inspection.Moisture contents were also within commonly acceptable ranges from the optimum. Contractor was notified of results. Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241A 974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0211912020,#D225563,Page 1 of 3 N TC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: , UPLOADED: 02/24/2020 12:26:04 UPLOADED: 02/24/2020 12:26:06 Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 3 60.69 8.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0211912020,#D225563,Page 2 of 3 �iTC Materials Testing & Consulting, Inc. s Geotechnical Engineering&Consulting•Special Inspection.Materials Testing•Environmental Consulting ""ter�acwwe4�� t r ,... 1 ( c _ I c �=l1s K 1 � I � I - t 1 ' ' 1 ME / ...,.4r UPLOADED: 02/24/2020 12:26:09 z t UPLOADED: 02/24/2 02 0 12:2 6:10 REPORTED BY:Tristan Macke REVIEWED BY:Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990• Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 3 60.69 8.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0211912020,#D225563,Page 3 of 3 X-C Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting MTA Park and Ride Development - 19S145-01 - IPD-Soil Compaction: Report #D225270 CLIENT SCJ Alliance DATE 02/18/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2018-00015 Inspection Information: r " ``IVED Inspection Date: Weather 02/18/2020 Time Onsite: 1030 Conditions: 40's*F sunny _-Ff�1-9 2g20 Inspection Performed: IPD-Soil Compaction Field Data: b a J vv. Ader Street Work/Location: North West side of Log Yard Road Gauge Standard MS: 11585 Equipment ID&Serial#: CPN MC-1,Ser.#MD00405572 Gauge Standard DS: 22913 Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: 1.S19-2376 Well graded gravel with sand,crushed. 144.8 7.1% Brown/grey TEST METHOD ® ASTM D-1557 /AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. Wet Dry Moist% Sample %Comp. %Regd. # Depth Dens. Dens. # 1 10" NW side of Log Yard Road -6"BG 146.1 137.8 6 1 95.2 L_95 ❑ Native Soils Soils consistent with Proctor O Yes O No ® Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: In-Place Density Tests on Backfill into a Trench for Storm Drain. MTC inspector onsite,as requested,to perform in-place density tests on compacted imported backfill placed for the storm drain at intersection or SR3 and Log Yard Rd.Compaction test was done on NW side of Log Yard Road.. The backfill was placed in IT"thick lifts over storm drain.Compaction was achieved with ho-pac and testing was done at approximately 6"below FG. Results of the in-place density tests met or exceeded the required minimum 95%relative compaction as shown,and appeared to be firm and unyielding at the time of inspection.Moisture content was with acceptable range from the optimum. Contractor was notified of results. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0211812020,#D225270,Page 1 of 2 �1Tc Materials Testing & Consulting, Inc. ' Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting *+r�c+�i0� Images: 4 - .'1 t- ti s.. UPLOADED: 02/18/2020 16:36:46 REPORTED BY:Ray Gean II REVIEWED BY:Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755-1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0211812020,#D225270,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting '~�+u�yac..+�� MTA Park and Ride Development - 195145-01 - IPD-Soil Compaction: Report #D225080 CLIENT SCJ Alliance DATE 02/13/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2O19-00015 Inspection Information: _ RC. �ED Inspection Date: Time Onsite: Weather [Partly sunny,40's*F 02/13/2020 11:00am Conditions: Inspection Performed: IPD-Soil Compaction i Field Data: eet Work/Location: Joint utility trench shown below �'Gauge Standard MS: 10017 Equipment ID&Serial#: :CPN MC-1,Ser.#MD50302506 Gauge Standard DS: 28944 Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: 1.519-2148 Well graded gravel with silty clay/sand 137.7 7.3% 2.519-2148 Well graded gravel with silty clay/sand 131.6 5%ORC/8.6%Optimum Moisture 3.519-2376 Well graded gravel with sand,crushed.Brown/grey 144.8 7.1% TEST METHOD n ASTM D-1557 /AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. Wet Dry Moist% Sample off-Comp. %Reqd. # Depth Dens. Dens. # 1 10" Joint utility trench/location#1 FG 150.1 138.7 8.2 3 95.8 95 2 10" Joint utility trench/location#2 FG 151.8 139.1 9.1 3 96.1 95 ❑ Native Soils Soils consistent with Proctor O Yes O No ® Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: MTC inspector onsite,as requested,to perform in-place density tests on compacted imported backfill placed for the Joint utility trench. The backfill was placed in a 2-foot thick lift over utility trench.Compaction was achieved with hopac and testing was conducted at the finished grade level. Results of the in-place density tests met or exceeded the required minimum 95%relative compaction as shown,and appeared to be firm and unyielding at the time of inspection.Moisture contents were also within commonly acceptable ranges from the optimum. Contractor was notified of results. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Corporate - 777 Chrysler Drive • Burlington, WA 98233 - Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 3 60.69 8.6787 206.241.1974 Visit our website: www.mtC-inc.net MTA Park and Ride Development-195145-01,0211312020,#D225080,Page 1 of 2 �iTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting Images: w ire (LOG YARD i I i UPLOADED: 02/14/2020 11:04:08 Test locations REPORTED BY:Tristan Macke REVIEWED BY:Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0211312020,#D225080,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting c..+»� MTA Park and Ride Development - 19S145-01 - IPD-Soil Compaction: Report #D225201 CLIENT SCJ Alliance DATE 02/14/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD201�00015 Inspection Information: Inspection Date: Time Onsite: 10:30 Weather partly sunny,40's* L_% V 02/14/2020 AM Conditions: p RE Inspection Performed: IPD-Soil Compaction F v— Field Data: 615 W. Alder Sr Work/Location: Joint utility trench shown below Gauge Standard MS: 10017 Equipment ID&Serial#: CPN MC-1,Sera#MD50302506 j Gauge Standard DS: 290127 Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: 1.S19-2148 Well graded gravel with silty clay/sand 137.7 7.3% 2.S19-2148 Well graded gravel with silty clay/sand 131.6 5%ORC/8.6%Optimum Moisture 3.S19-2376 Well graded gravel with sand,crushed.Brown/grey 144.8 7.1% TEST METHOD ® ASTM D-1557 /AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. Wet Dry Moist% Sample %Comp. %Reqd. # Depth Dens. Dens. # 1 10" Joint utility trench/location#1 FG 154.6 142.6 8.4 3 98.5 95 2 10" Joint utility trench/location#2 FG 156.7 142.1 10.3 3 98.1 95 ❑ Native Soils Soils consistent with Proctor O Yes O No ® Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: MTC inspector onsite,as requested,to perform in-place density tests on compacted imported backfill placed for the Joint utility trench. The backfill was placed in a 2-foot thick lift over utility trench.Compaction was achieved with hopac and Testing was conducted at finshed grade level. Results of the in-place density tests met or exceeded the required minimum 95%relative compaction as shown,and appeared to be firm and unyielding at the time of inspection.Moisture contents were also within commonly acceptable ranges from the optimum. Contractor was notified of results. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Corporate - 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.24 1.19 74 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0211412020,#D225201,Page 1 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting Special Inspection Materials Testing Environmental Consulting Mrs4ac..+ s+ Images: AAR25 (LOG YARD RD? s=his E UPLOADED: 02/18/2020 08:21:08 s � e UPLOADED: 02/18/2020 08:21:10 Test locations REPORTED BY:Tristan Macke REVIEWED BY:Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 20 6.24 1.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0211412020,#D225201,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting �nr,i.c..+w� MTA Park and Ride Development - 195145-01 - IPD-Soil Compaction: Report #D225203 CLIENT SCJ Alliance DATE 02/17/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRDD2019-00015 Inspection Information: RECEt 1ED Inspection Date: Time Onsite: 10:00 Weather Sunny,40's-50's*F 02/17/2020 AM Conditions: Inspection Performed: IPD-Soil Compaction -Aluer Street Field Data: Work/Location: [Storm drain at CB#11-CB#12 Gauge Standard MS: 9960 Equipment ID&Serial#: FCPN MC-1,Ser.#MD50302506 Gauge Standard DS: 29120 Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: 1.S19-2148 Well graded gravel with silty clay/sand 137.7 7.3% 2.S19-2148 Well graded gravel with silty clay/sand-�� 131.6 5%ORC/8.6%Optimum Moisture 3.S19-2376 Well graded gravel with sand,crushed.13rown��rey 1r _ 144.8 7.1% TEST METHOD ® ASTM D-1557 /AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. Wet Dry Dens. Moist% Sample %Comp. %Regd. # 1 L_ 10" CB#19-CB#9 2'BFGJL 156.8 142.2 10 3 3 J 98.2 _95 2 10" CB#19-CB#9 -2'BFG 155.8 143.1 8.9 �, 3 98.8 _95 4 10" CB#19-CB#9 ----•--� -2 BFG 151.1 137.5 9.9 3 95 I, 95 C �C CFG �� 155.2 �C142.4 9 3 98.3 r 95 5 C_10" CB#19-CB#9 � JE FG 154.5 JC 142 8.8 �� 3 JC 98.1 95 6 F 10" CB#19-CB#9 �C FG 151.5 ,C 139 `T 9 3 96 ^�95 ❑ Native Soils Soils consistent with Proctor O Yes O No ® Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: In-Place Density Tests on Backfill into a Trench for Storm Drain. MTC inspector onsite,as requested,to perform in-place density tests on compacted imported backfill placed for the storm drain at CB#19-CB#9. The backfill was placed in 2-foot thick lifts over storm drain.Compaction was achieved with hopac and testing started at approximately 2 feet below FG. Results of the in-place density tests met or exceeded the required minimum 95%relative compaction as shown,and appeared to be firm and unyielding at the time of inspection.Moisture contents were also within commonly acceptable ranges from the optimum. Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,02/17/2020,#D225203,Page 1 of 2 C Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials'I oting•Environmental Consulting a Contractor was notified of results. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: r y _ UPLOADED: 02/18/2020 08:35:39 UPLOADED: 02/18/2020 08:35:42 UPLOADED: 02/18/2020 08:35:45 REPORTED BY:Tristan Macke REVIEWED BY:Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990• Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,02/17/2020,#D225203,Page 2 of 2 14w1 11 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing a Environmental Consulting MTA Park and Ride Development - 19S145-01 - IPD-Soil Compaction: Report #D224928 CLIENT SCJ Alliance DATE 02/11/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: RECF_N ED Inspection Date: Time Onsite: 9:00 Weather [Partly sunny,40's*F 02/11/2020 AM Conditions: Inspection Performed: IPD-Soil Compaction A�dr Street Field Data: g15 W Work/Location: Remaining of CB#2-CB#8,CB#8-CB#9,and Gauge Standard MS: 10020 west/South ends of Bioretention facility Equipment ID&Serial#: CPN MC-1,Ser.#MD50302506 j Gauge Standard DS: 29077 Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: 1.S19-2148 Well graded gravel with silty clay/sand 137.7 7.3% J 2.S19-2148 Well graded gravel with silty clay/sand 131.6 5%ORC/8.6%Optimum Moisture 3.S19-2376 Well graded gravel with sand,crushed.Brown/grey 144.8 7.1% TEST METHOD 0 ASTM D-1557 /AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. Wet Dry Moist% Sample ova Comp. %Regd. # Depth Dens. Dens. # 1 L-10" CB#2-CB#8 -TUC.. 148.2 137 8.2 JL 1 99.5 95 2 F 10" CB#2-CB#8 FG 151.3 137.4 10.1 1 �� 99.8 �95 3 C10" CB#8-CB#9 -2'BFG 154.4 137.6 12.2 3 95 795 4 10" CB#8-CB#9 -�� FG 155.6 ]� 138.1 12.7 3 �i. 95.4 �95 5 E10" Location 1 shown below 1[--3'BFG 144.9]E 128.9 12.4 2 97.9 95 6 C 10" Location 2 shown below„�C3'BFG 144.4 C 127.6 13.2 �L 2 �` 97 95 7 10" Location 3 shown below 3'BFG 144.2�C 128.1 12.6 �C. 2 �L. 97.3 95 J $ 10" Location 1 shown below -1.5'BFG 146 129.4 12.8 2 98.3 95 9 C-10" Location 2 shown below -1.5'BFG 147.2 130 13.2 2 98.8 95 10 E-10" Location 3 shown below -1.5'BFG 147.9 . 130.2 13.6 98.9 T95 - - - 11 E 10" Location 1 shown below j(_ FG 148.4 IE 129.8 14.3 IF�� 98.6 95 _ __ 12 10" Location 2 shown below " FG 149.8 131.3 14.1 2 99.8 95 13 10" Location 3 shown below FG_�j 148 ]L130.6 13.3 99.2 :1L 95 0 Native Soils Soils consistent with Proctor O Yes O No 0 Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results 0 Yes O No Remarks: In-Place Density Tests on Backfill into a Trench for Storm Drain. MTC inspector onsite,as requested,to perform in-place density tests on compacted native and imported backfill placed Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 a Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0211112020,#D224928,Page 1 of 4 MTC I Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting fir► and for the remaining storm drains at CB#2 to CB#8 and CB#8 to CB#9,and soils surroiunding west/south ends of the bioretention facility. Soils surrounding the Bioretention facility were also tested. The backfill was placed in 2-foot thick lifts over storm drain and 1.5-foot thick lifts around the bioretention facility. Compaction was achieved with hopac and Testing started at approximately 2 feet below FG for storm drain and 3 feet below FG around bioretention facility. Results of the in-place density tests met or exceeded the required minimum 95%relative compaction as shown,and appeared to be firm and unyielding at the time of inspection.Note that moisture content of all areas but those represented by test no. 1 and 2 were high. Contractor was notified of results. Images: �_ 9 ♦ 1 1 t UPLOADED: 02/12/2020 12:44:08 UPLOADED: 02/12/2020 12:44:10 Y s t UPLOADED: 02/12/2020 12:44:13 UPLOADED: 02/12/2020 12:44:53 Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,02/11/2020,#D224928,Page 2 of 4 ► MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting.Special Inspection.Materials Testing.Environmental Consulting nrya c.++w� k UPLOADED: 02/12/2020 12:44:55 UPLOADED: 02/12/2020 1''':47:27 Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0211112020,#D224928,Page 3 of 4 NITC Materials Testing & Consulting, Inc. '+ Geotechnical Engineering&Consulting.Special Inspection.Materials Testing a Environmental Consulting r � T ��6 o� 8 �� PART C V N .•.J C-LI ss,no ilk I 1, o0 1 t �l y qv i �1 UPLOADED: 02/12/2020 12:47:30 � UPLOADED: 02/12/2020 12:47:31 Locations of testing around bioretention facility REPORTED BY:Tristan Macke REVIEWED BY:Medhanie Tecle,Project Manager Corporate - 777 Chrysler Drive o Burlington, WA 98233 - Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0211112020,*D224928,Page 4 of 4 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting y-'-l+a-yxc..+M� MTA Park and Ride Development - 19S145-01 - IPD-Soil Compaction: Report #D224975 CLIENT SCJ Alliance DATE 02/12/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: RECEIVED Inspection Date: Time Onsite: 11:00 Weather [Partly sunny,40's*F 02/12/2020 AM Conditions: Inspection Performed: IPD-Soil Compaction Field Data: 615 W. Alder Street Work/Location: joint utility trench and remaining of CB#11-CB#12 Gauge Standard MS: 10020 Equipment ID&Serial#: CPN MC-1,Ser.#MD50302506 Gauge Standard DS: 29077 Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: 1.S19-2148 Well graded gravel with silty clay/sand j1 137.7 7.3% 2.S19-2148 Well graded gravel with silty clay/sand F-131.6 5%ORC/8.6%Optimum Moisture 3.S19-2376 Well graded gravel with sand,crushed,_Brown/cf �,i 144.8 7.1% TEST METHOD ® ASTM D-1557/AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. Wet Dry Moist% Sample %Comp. %Regd. # 1 [_10" Joint utility trench/location#1 BFG 148 L_138.2 7.1 3 J 95.4 95 2 E10" Joint utility trench/location#2 �� FG �; 150.8 �C139.6 8 'C 3 96.4 95 3 10" CB#11-CB#12 2 BFG 148.8 jC137.5 8.2 1E 3 95— 95 4 C 10" CB#11-CB#12 FG 150.7 j'139_�, A [_ 3 96 ;;95 ® Native Soils Soils consistent with Proctor O Yes O No ® Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: In-Place Density Tests on Backfill into a Trench for Storm Drain. MTC inspector onsite,as requested,to perform in-place density tests on compacted native and imported backfill placed for the remaining storm drain at CB#11 to CB#12 and Joint utility trench. The backfill was placed in 2-foot thick lifts over storm drain.Compaction was achieved with hopac and Testing started at approximately 2 feet below FG. Results of the in-place density tests met or exceeded the required minimum 95%relative compaction as shown, and appeared to be firm and unyielding at the time of inspection. Moisture contents were also within commonly acceptable ranges from the optimum. Contractor was notified of results. Corporate - 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0211212020,#D224975,Page 1 of 2 MTC Materials Testing & Consulting, Inc. ' Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: i UPLOADED: 02/13/2020 09:25:53 4 UPLOADED: 02/13/2020 09:25:57 REPORTED BY:Tristan Macke REVIEWED BY:Medhanie Tecle,Project Manager Corporate - 777 Chrysler Drive - Burlington, WA 98233 • Phone 360.755.1990• Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net AfTA Park and Ride Development-19S145-01,0211212020,*D224975,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting MTA Park and Ride Development - 19S145-01 - IPD-Soil Compaction: Report #D224718 CLIENT SCJ Alliance DATE 02/04/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: 11:00 Weather [Light snow. 30's*F R E C E V E D 02/04/2020 AM Conditions: Inspection Performed: IPD-Soil Compaction T FEB 11 2020 Field Data: %Work/Location: Storm drains at CB 6156 and CB5 ;Gauge Standard MS: 77 Alder Street Equipment ID&Serial#: CPN MC-1,Ser.#MD50302506 Gauge Standard DS: 29327 Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: 1.S19-2148 Well graded gravel with silty clay/sand �n 137.7 7.3% 2.S19-2148 Well arraded gavel with silty clay/sand 131.6 5%ORC/8.6%Optimum Moisture TEST METHOD N ASTM D-1557 /AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. Wet Dry Moist% Sample ova Comp. %Regd. # Depth Dens. Dens. # 1 10" North end of CB#6 -2'BFG 150 130.9 14.6 � 1 95.1 95 2 10"_JISouth end of CB#6 -2'BFG 150.3 131.6 14.2 3 10" North end of CB#6 IL FG 149.1 132.3 12.7 4 [10" South end of CB#6 FG 147.8 130.9 12.9 5 C_10" West end of CB#5 -2'BFG 149.3 132 13.1 � 95.9 95 6 C 10" East end of CB#5 FG 149.8 131.4 14 �,� 1 95 4 95 ® Native Soils Soils consistent with Proctor O Yes O No ❑ Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: In-Place Density Tests on Backfill into a Trench for Storm Drain. MTC inspector onsite,as requested,to perform in-place density tests on compacted native backfill placed for storm drains at CB6 and C135. Excavation occurred while onsite and is the reason for the shown standby time. The native backfill was placed in 2-foot thick lifts over storm drain.Compaction was achieved with hopac and Testing started at approximately 2 feet below FG. Results of the in-place density tests met or exceeded the required minimum 95%relative compaction as shown,and appeared to be firm and unyielding at the time of inspection. Contractor was notified of results. Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.24 1.19 74 Visit our website: www.mtc-ine.net MTA Park and Ride Development-19S145-01,0210412020,#D224718,Page 1 of 2 Qt=lx Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting �� a To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: .01 x UPLOADED: 02/10/2020 08:58:21 UPLOADED: 02/10/2020 08:58:23 � r � UPLOADED: 02/10/2020 08:58:26 REPORTED BY:Tristan Macke REVIEWED BY:Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net AfTA Park and Ride Development-19S145-01,0210412020,#D224718,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting ��ar,isc.n++'�� MTA Park and Ride Development - 19S145-01 - IPD-Soil Compaction: Report #D224799 CLIENT SCJ Alliance DATE 02/05/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2018-00015 Inspection Information: RECEIVED Inspection Date: Time Onsite: 11:00 Weather Light rain,40's*F 02/05/2020 AM Conditions: _ FEB 11 2020 Inspection Performed: IPD-Soil Compaction Field Data: 615 W. Alder Street Work/Location: Storm drains along C13#3 Gauge Standard MS: 9877 Equipment ID&Serial#: CPN MC-1,Ser.#MD50302506� Gauge Standard DS: 29327 Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: L S19-2148 Well graded gravel with siltyjay/sand 137.7 7.3% _J 2.S19-2148 ;Well graded gravel with silty clay/sand 131.6 5%ORC/8.6%Optimum_Moisture TEST METHOD n ASTM D-1557 /AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. Wet Dry Moist% Sample %Comp. %Regd. # 1 10" West end of CB#3 -2'BFGJL 153.3 132.7]; 15.5 1 _.1 IL_96.4 95 J 2 10" Middle of CB#3 -- ; 2'BFG 150.5 131.7]C 14.3 1 95.6 95 �� -2'BFG C 147.5 133 �� 10.9 i�1 7� 96.6 95 3 10" ast end of CB#3 4 �10" `West end of CB#3 �� FG � 150 131.9�� 13.7 �i�1 �� 95.8 95 5 10" Middle of CB#3 FG 147.5 130.9 12.7 'i 1 �C 95.1 95 OL �i_ 6 10" East end of CB#3 --�,Fr 149.7 131.3' � 14 �. 1 �� 95.4 95 ® Native Soils Soils consistent with Proctor O Yes O No ❑ Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: In-Place Density Tests on Backfill into a Trench for Storm Drain. MTC inspector onsite,as requested,to perform in-place density tests on compacted native backfill placed for storm drain along CB#3. Excavation occurred while onsite The native backfill was placed in 2-foot thick lifts over storm drain. Compaction was achieved with hopac and Testing started at approximately 2 feet below FG. Results of the in-place density tests met or exceeded the required minimum 95%relative compaction as shown,and appeared to be firm and unyielding at the time of inspection.Note that moisture contents of the tested areas indicated in this report and in report#D224718,dated 02/04/20 were high. Contractor was notified of results. Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0210512020,#D224799,Page 1 of 2 vfTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. images• UPLOADED: 02/10/2020 18:38:02 UPLOADED: 02/10/2020 18:38:05 _ w. a \. ! .. - _ UPLOADED: 02/10/2020 18:38:08 REPORTED BY:Tristan Macke REVIEWED BY:Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0210512020,*D224799,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting �+�ac..+�"` MTA Park and Ride Development - 19S145-01 - IPD-Soil Compaction: Report #D224800 CLIENT SCJ Alliance DATE 02/06/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2010-00015 Inspection Information: RECEIVED Inspection Date: Time Onsite: 10:00 Weather Light rain,40's*F 02/06/2020 AM Conditions: _Inspection Performed: IPD-Soil Compaction FEBCL 11 t 20 Field Data: 615 W. Alder Street Work/Location: Storm drains From CB#2-CB#8 {Gauge Standard MS: 9877 Equipment ID&Serial#: CPN MC-1,Ser.#MD50302506 — Gauge Standard DS: 29327 Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: 1.S19-2148 Well graded gravel with silty clay/sand 1 137.7 7.3% 2.519-2148 Well graded gravel with silty clay/sand J ��-131.6 5%ORC/8.6%Optimum Moisture 3.S19-2376 Well graded gravel with sand,crushed.Brown/grey 144.8 7.1% TEST METHOD o ASTM D-1557 /AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. Wet Dry Dens. Moist% Sample %Comp. %Regd. # 1 L_10" CB#2 L-2'BFG `153.2 138.4 10.7 3 95.6 95 —. -- 2 C. 10" CB#8 _ 1[-2'BFG 154 139.2 10.6 3 96.1 95 3 10" CB#2 L. FG 1515:] 138.9 9.2 _ 3 ][: 95.9 95 4 �10" CB#8 L_FG _j 154 �140.1 9.93��,-96.8 95 ❑ Native Soils Soils consistent with Proctor O Yes O No ® Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: In-Place Density Tests on Backfill into a Trench for Storm Drain. MTC inspector onsite,as requested,to perform in-place density tests on compacted imported backfill placed for storm drains from CB#2 to CB#8. The imported backfill was placed in 2-foot thick lifts over storm drain.Compaction was achieved with hopac and Testing started at approximately 2 feet below FG. Results of the in-place density tests met or exceeded the required minimum 95%relative compaction as shown,and appeared to be firm and unyielding at the time of inspection. Contractor was notified of results. Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 3 60.69 8.67 87 206.24 1.19 74 Visit our website: www.mic-inc.net MTA Park and Ride Development-19S145-01,0210612020,#D224800,Page I of 2 *ITC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting �4rsac..++'�� To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: f✓ UPLOADED: 02/10/2020 18:53:08 UPLOADED: 02/10/2020 18:53:11 REPORTED BY:Tristan Macke REVIEWED BY:Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0210612020,#D224800,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting ��+nr.�acr+r'�� MTA Park and Ride Development - 195145-01 - IPD-Soil Compaction: Report #D224801 CLIENT SCJ Alliance DATE 02/07/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERM RDM�Op�I Inspection Information: vv �� Inspection Date: Time Onsite: 9:30 Weather Light rain,40's*F FEB 11 2020 02/07/2020 AM Conditions: Inspection Performed: IPD-Soil Compaction 615 W, Alder Street Field Data: Work/Location: Storm drains From CB#2-CB#8 Gauge Standard MS: 9877 Equipment ID&Serial#: CPN MC-1,Ser.#MD50302506 i Gauge Standard DS: 2� 9327� Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: 1.S19-2148 Well graded gravel with silty clay/sand _ 137.7 7.3% 2.S19-2148 Well graded gravel with silty clay/sand --��131.6 5%ORC/8.6%Optimum Moisture--� 3.S19-2376 Well graded gravel with sand,crushed.Brown/gre��144.8 7.1% TEST METHOD o ASTM D-1557/AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. Wet Dry Dens. Moist% Sample %Comp. %Regd. # 1 L_ 10" CB#1-CB#2 jl-2'BFG L157.4 138.4._�L 13.7 1 JL 100.5 95 _l C ��- FG 152.9 135.8 12.6 �1 98.6 95 3 10" C13#13 2'BFG 152.4 137.8 10.6 1 100.1 95 4 10" CB#13 I FG ]Ei49.9 136.4 AE 9.9 99.1 95 5 10" CB#20 -�j 2'BFG D54.2 135.7 �� 13.6 �� 98.5 95 6 E 10" CB#20 if FG 151.5 134.9 J[ 12.3 1 98 95 ® Native Soils Soils consistent with Proctor O Yes O No O Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: In-Place Density Tests on Backfill into a Trench for Storm Drain. MTC inspector onsite,as requested,to perform in-place density tests on compacted native backfill placed for storm drain from CB#2-CB#8.Excavation occurred while onsite. The native backfill was placed in 2-foot thick lifts over storm drain.Compaction was achieved with hopac and Testing started at approximately 2 feet below FG. Results of the in-place density tests met or exceeded the required minimum 95%relative compaction as shown,and appeared to be firm and unyielding at the time of inspection.Note that moisture contents of the areas tested were high except test nos. 3 and 4. Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,02/07/2020,#D224801,Page 1 of 2 Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting *aueAkc..++'s Contractor was notified of results. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Imaqes: l - es - � v ti UPLOADED: 02/10/2020 19:04:47 UPLOADED: 02/10/2020 19:04:50 .:fit• _Ah UPLOADED: 02/10/2020 19:04:53 REPORTED BY:Tristan Macke REVIEWED BY:Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,02/07/2020,*D224801,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting ��+nr�sa.++'�� MTA Park and Ride Development - 19S145-01 - IPD-Soil Compaction: Report #D224803 CLIENT SCJ Alliance DATE 02/10/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2010-00015 Inspection Information: RECEIVED Inspection Date: Time Onsite: 10:00 Weather [Light rain,40's*F tnt 02/10/2020 AM Conditions: FEB ZUZ� Inspection Performed: IPD-Soil Compaction Field Data: 615 W. Alder Street Work/Location: Storm drains from CB#11-CB#12 and CB#12- ]Gauge Standard MS: 9955 CB#20 Equipment ID&Serial#: CPN MC-1,Ser.#MD50302506 Gauge Standard DS: 29121 Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: 1.S19-2148 Well graded gravel with silty clay/sand � 1[ 137.7 7.3% 2.S19-2148 Well graded gravel with silty clay/sand —�=131.6 5%ORC/8.6%Optimum Moisture 3.S19-2376 Well graded gravel with sand,crushed.Brown/greyjE 144.8 7.1% TEST METHOD o ASTM D-1557 /AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. Wet Dry Dens. Moist% Sample %Comp. %Regd. # 1 10" CB#12-CB#ll =l-2 BF][ 157 139.7 12.4 3 jE 96.5'C95 2 10" CB#12-CB#11 —� FG 153.7 140__]� 9.8 3 �]C 96.9 1--95 3 10" CB#20-CB#12 —� -2'BFG 150.1 135.�:][ 10.6 1 98.5 95 4 10" CB#20-CB#12 FG 147.4 134.4 9.7 1 97.6 'i 95 ® Native Soils Soils consistent with Proctor O Yes O No ® Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: In-Place Density Tests on Backfill into a Trench for Storm Drain. MTC inspector onsite,as requested,to perform in-place density tests on compacted native and imported backfill placed for storm drains from CB#11 to CB#12 and CB#12 to C13#20.Excavation occurred while onsite. The backfill was placed in 2-foot thick lifts over storm drain.Compaction was achieved with hopac and Testing started at approximately 2 feet below FG. Results of the in-place density tests met or exceeded the required minimum 95%relative compaction as shown,and appeared to be firm and unyielding at the time of inspection.Note that moisture content of area represented by test no. 1 was high. Contractor was notified of results. Corporate - 777 Chrysler Drive • Burlington, WA 98233 e Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.24 1.19 74 Visit our website: www.mte-inc.net MTA Park and Ride Development-19S145-01,0211012020,#D224803,Page 1 of 2 �rrc Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: J: s UPLOADED: 02/10/2020 19:25:56 UPLOADED: 02/10/2020 19:25:59 REPORTED BY:Tristan Macke REVIEWED BY:Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241,1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0211012020,#D224803,Page 2 of 2 MTC TWW Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting ++* sc.++a°a` MTA Park and Ride Development - 19S145-01 - IPD-Soil Compaction: Report #D224452 CLIENT SCJ Alliance DATE 02/03/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD201600015 Inspection Information: Inspection Date: Time Onsite: 12:45 weather ply cloudy 30s 02/03/2020 Conditions: Inspection Performed: IPD-Soil Compaction Field Data: _ Work/Location: Continuing Stonn drain from MH AT pond Gauge Standard MS: 9877 F Equipment ID&Serial#. CPN MC 1,Ser.#MD50302506 Gauge Standard DS: ;29327 Test Samples: Proctor Value(pcf):Optimum Moisture and Oversize Rock Sample#:Description: Correction: 1 S 19 2148 ell graded gravel with silty claj/sand 137.7 7.3% ___._ _ 2. S19 2148 Well graded gravel with silty claylsand 131.E 5%ORC/8.6% Mp ,9 TEST METHOD ® ASTM D-1557/AASHTO T-180 FEB 0 4 2020 In Place Density Test Results (ASTM D-6938): 615 W. Alder Street Test Mode/ Location of Test Elev. Wet Dry Dens. Moist% Sample %Comp. %Regd. # Depth Dens # 1 6"Ep xro 30 N of MH FG 144 5 130.9 10.41 95 1 95 - 2 = prox.60'N of MH FG _1 143.6 3 130.3 1 10.2 L 1 j"s 94.6 �r- 95 t _ "BFG 139 3 E 1269 ?I 8 4 9 3 6" Prox.145 N of MH _ �� 4 6 pox.145 N of MH i FG 139.6 127.5 I 9.5 j1— -67- _...._ 5 6 ,Aprox.190'N of MH FG 139 126.7 9.7 2 96.3 95 6 6 ?{Apro 30x N of MH 4'BFG :' 144.5 131.2 10.1 1� 95.3 95 Prox.60'N of MH 2'BFG 143.E 130.7 9.9 1 94 9 95, 7 e €�...._ __ C �� _ J " 8 6 prax.190'N of MH �I -4'B1G„ 139 8 127.3 � 9 8 ';,2� 96.7� 95 " ® Native Soils Soils consistent moth Proctor O Yes O No O imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: In-Place Density Tests on Backfill into a Trench for Storm Drain. MTC inspector onsite,as requested,to perfonn in-place density tests on compacted native backfill placed for storm drain at manhole that ties into pond.Excavation occurred while onsite and is the reason for the shown standby time. The native backfill was placed in 2-foot thick lifts over storm drain,and approximately 200 feet of storm drain was laid. Compaction was achieved with hopac and Testing started at approximately 4 feet below FG. Results of the in-place density tests met or exceeded the required minimum 95%relative compaction as shown,and appeared to be firm and unyielding at the time of inspection. Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0210312020,#D224452,Page 1 of 2 two.. KTc Materials Testing & Consulting, Inc. `k Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting •Ws•cd•ti MTA Park and Ride Development - 19S145-01 - IPD-Soil Compaction: Report #D224452 CLIENT SCJ Alliance DATE 02/03/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD201S00015 Inspection Information: Inspection Date: Weather 02/03/2020 Time Onsite: 12:45 Conditions: PAY cloudy 30s Inspection Performed: IPD-Soil Compaction Field Data: Work/Location: Continuing Storm dram from MH AT pond Gauge Standard MS: -877 Equipment ID&Serial#. CPN MC-1,Ser.#MD50302506 Gauge Standard DS: 29327 Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize RockCorrection: 1.519-2148 L4ell graded gravel with silty clay/sand is 137.7 7.3% S19-2148 �6Ve11 raded cgravel with sil cla /sand 131.6 �z5%ORC/8.6%OptirF\� TEST METHOD ® ASTM D-1557/AASHTO T-180 FEB 0 4 2020 In Place Density Test Results (ASTM D-6938): 615 W. Alder Street Test Mode/ location of Test Elev. Wet Dry Dens. Moist% Sample %Comp. %Regd. # Depth Dens. # 1 F 6",Aprox.30'N of MH FI G 144.5 130.9� 10.4 [:= 95=Jj 95 2 i 6"= prox.60'N of MH m FG 143.E 130 33 10.2�"�€ 9 6 g 3 �fi�F p ox�145'N of MH m 2 BFG��139 3 126 9 ( 9.8 , 2 9fi.4 95 4 6 pox.145 �.IofMH FG 139.E 127SFj 9.5 2 196.9� 95 0 6 Aprox. 190'N of MH FG 139 126.7�;_ 9.7��2 96.3 W 95 6 6 fAprox.30 N of MH -4'BFG 1_ 14 1.5 131.2 10 1 1 �95.3� _95� 7 6 Aprox.60'N of MH 2'BFG i�14,6 130.7 z 9.9�� 9f944 5 8 W 6Aprox. 190'N of MH , 4'BFG jj 139 8 1 7.3 E 9.8 96.7:� 951 ® Native Soils Soils consistent with Proctor ® Yes O No O Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet ® Yes O No compaction Contractor notified of results ® Yes O No Remarks: In-Place Density Tests on Backfill into a Trench for Storm Drain. MTC inspector onsite,as requested,to perform in-place density tests on compacted native backfill placed for storm drain at manhole that ties into pond.Excavation occurred while onsite and is the reason for the shown standby time. The native backfill was placed in 2-foot thick lifts over storm drain,and approximately 200 feet of storm drain was laid. Compaction was achieved with hopac and Testing started at approximately 4 feet below FG. Results of the in-place density tests met or exceeded the required minimum 95%relative compaction as shown,and appeared to be firm and unyielding at the time of inspection. Corporate 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mte-inc.net MTA Park and Ride Development-19S145-01,0210312020,#D224452,Page 1 of 2 _ MTC �j Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Nlatcrials Testing•Environmental Consulting aContractor was notified of results. s To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: UPLOADED: 02/03/2020 19:12:56 UPLOADED: 02/03/2020 19:12:54; UPLOADED: 02/03/2020 19:13:02 REPORTED BY:Jacob Talley REVIEWED BY:Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990• Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0210312020,#D224452,Page 2 of 2 _N 'ITC Materials Testing & Consulting, Inc. '' Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting °++h."ftm ..++�"` MTA Park and Ride Development - 19S145-01 - IPD-Soil Compaction: Report #D223685 CLIENT SCJ Alliance DATE 01/20/2020 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD201§-00015 Inspection Information: Inspection Date: Time Onsite: 11:00 Weather Overcast,40s 01/20/2020 AM Conditions: Inspection Performed: IPD-Soil Compaction Field Data: _ Work/Location: MH connection to pond for storm drain Gauge Standard MS: 10335 Equipment ID&Serial#: CPN MC-1,Ser.#MD50302506 Gauge Standard DS: 29450 Test Samples: Sample#:Description: Proctor V P alue(pcf):Optimum Moisture and Oversize Rock r Correction: RECEIVED 1.S19-2148 .Well graded gravel with silt)-clay/sand 137.7 7.3%� TEST METHOD n ASTM D-1557 /AASHTO T-180 JAN 2 2 2020 In Place Density Test Results (ASTM D-6938): 615 W. Alder Street Test Mode/ Location of Test Elev. wet Dry Dens. Moist% Sample %Comp. %Regd. # 1 8" 20'north of manhole - l -6'BFG 143.4 132.5 8.2 1�' 9� 6 2 95 2 8" 10'N OF MH -4'BFG 142.4 131.7 8. 95.6 95 3 8" 15'N OF MH (f-_; BFG ,: 143.4 132.4 8.3 4 8" TN OF MH FG --143, 133A 8-.. = 96 7 7 95 ._.._ a ® Native Soils Soils consistent with Proctor O Yes O No ❑ Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: MTC inspector onsite,as requested,to perform in-place density tests on compacted native backfill placed for storm drain placed at manhole that ties into pond.Excavation occurred while onsite and is the reason for the shown standby time. The native backfill was placed in 2-foot thick lifts over storm drain and approximately 28 feet of storm drain was laid. Compaction was achieved with hopac and Testing started at approximately 6 feet below FG. Results of the in-place density tests met or exceeded the required minimum 95%relative compaction as shown,and appeared to be firm and unyielding at the time of inspection. Contractor was notified of results. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 3 60.64 7.6111 360.69 8.67 87 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0112012020,#D223685,Page 1 of 2 �•• MTC Materials Testing & Consulting, Inc. " Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting '"r r xC ~ Images: ilia UPLOADED: 01/20/2020 15:54:06 UPLOADED: 01/20/2020 15:54:32 REPORTED BY:Jacob Talley REVIEWED BY:Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive• Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,0112012020,*D223685,Page 2 of 2 MTCax Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting a Special Inspection a Materials Testing a Environmental Consultinga.r�ac.�+'a� MTA Park and Ride Development - 19S145-01 - IPD-Soil Compaction: Report #D221958 CLIENT SCJ Alliance DATE 12/18/2019 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT#GRD201t00015 Inspection Information: Inspection Date: Time Onsite: 1:30 Weather Overcast, 39 12/18/2019 PM Conditions: L Inspection Performed: IPD-Soil Compaction Field Data: _ Work/Location: E of MTA Bldg/SE of Drainage Swale Gauge Standard MS: 9965 Equipment ID&Serial#: CPN MC-1 Ser.#MD50302506 Gauge Standard DS: 29031_� Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: ._. _. �TNell graded gravel with silty clay/sand 137.7 7 3% 1.S 19 2148 _ 2.S19 2148 }Well graded gravel with silty clay/sand 131.6 8[8.6(5%Correction) tc i gOt TEST METHOD n ASTM D-1557/AASHTO T-180 p,�der Street 6A5W. In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. Wet Dry Moist% Sample %Comp. %Regd. # Depth Dens. Dens. # 1 11-[-400'SE of MTA Building Footprint 144.1 128.1 12.5 �� 97.3 95 2 F6�—25'NE of Test 1 144 126.5 13.8 96.1 95 3 F6�—25'W of Test 2 142.1 125.1 13.6 C 2� 95.1 95 ® Native Soils Soils consistent with Proctor O Yes O No ❑ Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: MTC inspector onsite,as requested by contractor,to observe earthwork activity and perform in-place density testing for the E/SE end of the site. Contractor(Active Construction)was in the process of filling the SE end of the site with soils from an adjacent cut.Soils tested consisted of a native onsite silty clay with sand and gravel.Contractor placed approximately 34 of fill followed by compacting with a single drum vibratory roller.Contractor mentioned that they were within 11"of completing fill activities.The subgrade will be topped with 4-inches of crushed rock and 4-inches of asphalt. Pumping was observed under the weight of the fully-loaded dump trucks onsite. Sheet SD-1 (11 of 24)was used for referencing locations. Results of the in-place density tests met or exceeded the required 95%minimum; however,moisture content was higher than optimum. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project Corporate a 777 Chrysler Drive a Burlington, WA 98233 a Phone 360.755.1990 a Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.69 8.6 787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,1211812019,#D221958,Page 1 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consultingnr.rrc..+wtl` specifications and approved plans. Images: UPLOADED: 12/19/2019 08:43:09 Grading REPORTED BY:Amelia Barrett REVIEWED BY:Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www-mtc-inc.net MTA Park and Ride Development-19S145-01,1211&/2019,*D221958,Page 2 of 2 MTCax Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing a Environmental Consulting MTA Park and Ride Development - 19S145-01 - IPD-Soil Compaction: Report #D221871 CLIENT SCJ Alliance DATE 12/17/2019 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: 12:30 Weather Overcast,37 12/17/2019 PM Conditions: Inspection Performed: IPD-Soil Compaction Field Data: Work/Location: S/SE of MTA Bldg/E of drainage swalle Gauge Standard MS: 10788 Equipment ID&Serial#: I CPN MC-1,Ser.#MD50908042 )Gauge Standard DS: 35170 Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: 1.S19 2148 Well graded gravel with silty clay/sand 137.7_ 7.3% 2.519-1248 1Silty sand and clay with gravel 131.6 8.6(5%Oversize Correction) ±� wlu-- TEST METHOD ® ASTM D-698 /AASHTO T-99 pEC g 2p19 Icier Street In Place Density Test Results (ASTM D-6938): c Test Mode/ Location of Test Elev. Wet Dry Moist% Sample o 0 /o Comp. /a Reqd. 1 10" —75'East of Drainage Swale 346 137.9 125.1 10.2 2�' 95.1 95 2 —25'SE of Test 1 346 142.2 126.2 12.7 �� 95.9 _95 ® Native Soils Soils consistent with Proctor O Yes O No D Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: MTC inspector onsite,as requested,to perform in-place density testing for compacted native soils placed on S/SE of MTA Bldg/E of drainage swale.Inspector arrived onsite to area previously graded,compacted and ready for testing.The adjacent area was being cut at the time,with the soils from the cut being used for fill on the south end of the area. Contractor was using a drum roller to compact. Results of the in-place density testing met or exceeded the required minimum 95%relative compaction;however, moisture was over optimum. Contractor will contact MTC for further testing when needed. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,12/17/2019,#D221871,Page 1 of 2 Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting t z UPLOADED: 12/19/2019 08:20:38 REPORTED BY:Amelia Barrett REVIEWED BY:Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,12/17/2019,#D221871,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting MTA Park and Ride Development - 19S145-01 - IPD-Soil Compaction: Report #D221737 CLIENT SCJ Alliance DATE 12/16/2019 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD20IS-00015 Inspection Information: Inspection Date: Time Onsite: 01:30 Weather ply cloudy,49* 12/16/2019 PM Conditions: Inspection Performed: IPD-Soil Compaction Field Data: Work/Location: IPDS/Bus Panting pad Gauge Standard MS: 10613 Equipment ID&Serial#: CPN MC-1,Ser.#MD00405572 Gauge Standard DS: 22267 Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: 1.`S19-2148 eu graded gravel with silty clay and sand (---- 137.7 11@7.3% 2.S19 2148 AWe11 graded gravel with silty clay and sand 131.6 8.6%(5%oversize correction)i-� TEST METHOD ® ASTM D-1557/AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. Wet Dry Moist% Sample %Comp. %Regd. # Depth Dens. Dens. # 1 10" us Lot 500'SE of retention pond 343 139.6 125 11.7 0 95 Ei9n 2 12" FN of test l v 343 142 127 11.8 �2� 96.5 95 3 1 10" 2�0'N of test 2 �� 343 140.7 126.7 11.1 0 96.3 95 ® Native Soils Soils consistent with Proctor O Yes O No ❑ Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: SHEETS: SD-1 (11 of 24) LOCATION:Approx. 500'SE of retention pond MTC inspector on site,as requested,to perform in-place density tests on comacted pad for bus parking.Inspector arrived on site to area previously graded and compacted and ready for testing.Native material from site was used and appeared to be well compacted(via drum roller)firm and unyielding. Results of the in-place density tests met or exceeded the required minimum 95%relative compaction.Moisture contents, however,were a little higher than acceptable tolerances from the optimum for the type of material tested. Contractor was notified of all test results. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Corporate " 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,1211612019,#D221737,Page 1 of 2 MTC Materials Testing & Consulting, Inc. Gcotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting c.d+'•� Images: yF - g§ t � a UPLOADED: 12/16/2019 21:22:16 REPORTED BY:Cecil Clark REVIEWED BY:Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mic-inc.net MTA Park and Ride Development-19S145-01,1211612019,#D221737,Page 2 of 2 Materials Testing & Consulting, Inc. MTC Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting Client: SJC Alliance Date: December 10,2019 Address: 8739 Tallon Lane NE,Suite 200 Project: MTA Park and Ride-Belfair Lacey,WA.98516 Project#: 19S145-01 Attn: Patrick Holm Sample#: S19-2198 Revised on: Date sampled: December 5,2019 As requested MTC,Inc.has performed the following test(s)on the sample referenced above.The testing was performed in accordance with current applicable AASHTO or ASTM standards as indicated below.The results obtained in our laboratory were as follows below or on the attached pages: Test(s)Perfbrmed: i Test Results Test(s)Performed: Test Results X Sieve Analysis Fail/Out on 5/8"&#4 Sulfate Soundness Proctor Bulk Density&Voids Sand Equivalent WSDOT Degradation Fracture Count Moisture Content Specific Gravity,Coarse Specific Gravity,Fine Hydrometer Analysis Atterberg Limits If you have any questions concerning the test results,the procedures used,or if we can be of any fiuther assistance please call on us at the number below. lr--- Respectfully Submitted, Cheryl Meredith WABO Supervising Laboratory Technician Corporate—777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 Regional Offices: Olympia—360.534.9777 Bellingham—360.647.6061 Silverdale--360.698.6787 Tukwila—206.241.1974 Visit our website:www.mtc-inc.net Materials Testing & Consulting, Inc. MTC Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting Sieve Report Project:MTA Park and Ride-Belfair Date Received:5-Dec-19 Unified Soil Classification System,ASTM-2487 Project#:19SI45-01 Sampled By:Client GP,Poorly graded Gavel with Sand,Crushed Client:SIC Alliance Date Tested:6-Dec-19 Sample Color: Source:Onsite stockpile Tested By:I.Fernandez brown Sam le#:S19-2198 AASHTO T-176,AASHTO T-255,AASTHO T-335,AASH7'O T-89,AASHTO T-90 D,.,=0.156 - %Gravel=51.6io Coeff.of Curvature,C,=0.78 Specifications DUo1=0,299 men %Sand=44.9% Coeff Uniformity,Unifor ,Cu=32.26 2018 WSDOT 9-03.9(3)Crushed Surfacing Base Course 415)=0.415 mum %Silt @ Clay=3.4% Fineness Modulus=5.05 Sample Meets Specs'No Duos=1.499 nun Liquid Limit=n/a Plastic Limit=n/a Dpot=5.437 mm Plasticity Index=n/a Moisture%,as sampled=n/a Dist)=9.631 men Sand Equivalent=n/a Req'd Sand Equivalent= Dl,e,=18.990 nmr Fracture%,1 Face=n/a Req'd Fracture%,I Face= Dust Ratio= 2/9 Fracture%,2+Faces=nia 'd Fracture%,2+Faces= AASHTO TI IM7 Actual Interpolated Cumulative Cumulative c,ao sta oetdb.6- Sieve Sin Percent Percent Specs Specs US Metric Passim PassingMax Min wx,� 12,00" 300.00 100% 10.00" 250.00 100% 8.00" 200.00 100% 6.00" 150.00 100% ! I ro 4.00" 100.00 100% ! 3.00" 75.00 100% 2.50" 63.00 100% I 2.00" 50.00 100% 1.75" 45.00 100% 1.50" 37.50 100n/" 1.25" 31.50 100% 100% 100.0"/6 99.0% .ox 1.00" 25.00 98/ 98% 100.0% 80.0% ! { 3/4" 19.00 90% 90% 5/8" 16.00 821/6 82% 80.0% 50.(r/ 1/2" 12.50 70'/6 j 318" 9.50 60% 60*/ ! ! 1/4" 6.30 52% M 4.75 48% 48% 45016 25.0% j #8 2.36 36/ z.oa #10 2.00 34/ 34% #16 1.18 27"/o i m.ox #20 0.850 25% 25% i #30 0.600 19% #40 0.425 15% 15% 18.0% 3.01n #50 0.300 10"/0 #60 0.250 8% 8% #80 0.180 6% a Immo arm xoro �oox la.aoo t.aoo #100 0.150 5% 5% #140 0.106 4% .""arrr ol.nt 0170 0.090 4% #200 0,075 3.4% 3.4% 7.5% 0.0% C hr S rn' k Tedniul Swim R,1996Ar All mukr apphonlr to acwal localioiu and maleruh btd.A.a=veal prvkcEonbcliaua,Me publr aM ouraeMa,as repara ue aubmivnena"confJrntialpmpcnr ofclimla aM auOnrvatiunfor publication ofruk,nmt,.ceMJu,ium or e�na.c.from or mparding o"r npons i.:«smcJ prdmp cur"rincn appro,al Comments: This sample has too much passing the 5/8"and#4 sieves. This report requires the EOR's approval. Reviewed by: Cheryl Meredith Corporate--777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 Regional Offices: Olympia-360.534.9777 Bellingham-360.647.6111 Silverdale-360.698.6787 Tukwila-206.241.1974 Visit our website:www.mtc-inc.net MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting MTA Park and Ride Development - 195145-01 - IPD-Soil Compaction: Report #D221143 CLIENT SCJ Alliance DATE 12/06/2019 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD201a-00015 Inspection Information: Inspection Date: Time Onsite: 12:30 Weather Partly cloudy,49*F 12/06/2019 PM Conditions: Inspection Performed: IPD-Soil Compaction Field Data: Work/Location: IPDS/S and E banks of stormpond,access road i Gauge Standard MS: 11382� Equipment ID&Serial#: CCPN MC-1,Ser.#MD00405572 Gauge Standard DS: 23046 Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: - _ D 1.'S1( 9-2148 4Ve11 graded gravel with silty clay and sand � 137.7 7.3% REUEA TEST METHOD ASTM D-1557 /AASHTO T-180 DEC 10 2019 In Place Density Test Results (ASTM D-6938): 615 W. Alder Street Test Mode/ Location of Test Elev. Wet Dry Moist% Sample %Comp. %Regd. # 1 Ejj2L J S bank of storm pond j -3'BFSG 131.7 119� 10.7 1 86.4 95 2 12" �E bank of storm pond � -1'BFSG 123.1 108.1 13.9 � 78.5 95 3 C10" Access road @ PT:32+21.25 FSG 145.8 135.3 7.8 1 98.3 95 4 C 10" Access road 20'N of test 3 FSG 140.5 130.8 7.4 0 95 95 ® Native Soils Soils consistent with Proctor O Yes O No ❑ Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: Sheets: 1 of 7(cover sheet) Location:Storm pond,East and South banks,access road abetween locations marked PC:35+21.47 and PT:32+21.25 on cover sheet. MTC on site as requested for IPD soil testing inspection at the above mentioned locations. MTC inspector on site,as requested,to perform in-place nuclear density testing on compacted native placed in the above- mentioned locations.Areas tested around non-structural areas of pond appeared to have high moisture content and could not achieve compaction.Areas on access road were backfilled in approximately 1 to 3 feet with native material, compacted via 8-ton roller and continuously been rolled by equipmnet traffic on site. Results of two(2)of the four(4)the in-place density tests did not meet the required minimum 95%relative compaction based on Proctor values of MTC's Sample#S19-2148. Contractor was notified of test results. Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,1210612019,#D221143,Page 1 of 2 Qtaax Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: e 1 a UPLOADED: 12/08/2019 11:28:30 UPLOADED: 12/08/2019 11:55:22 REPORTED BY:Cecil Clark REVIEWED BY:Medhanie Tecle, Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.699.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,1210612019,#D221143,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting *+�sacww�w MTA Park and Ride Development - 19S145-01 - IPD-Soil Compaction: Report #D221024 CLIENT SCJ Alliance DATE 12/05/2019 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD201&00015 Inspection Information: Inspection Date: Time Onsite: 12:00 Weather �artly cloudy,49*F 12/05/2019 PM Conditions: Inspection Performed: IPD-Soil Compaction Field Data: Work/Location: IPD-S/muliple locations Gauge Standard MS: 11356 Equipment ID&Serial#: CPN MC-1,Ser.#MD00405572 Gauge Standard DS: 23055 Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: _ G RE Ef - W GC,Well Graded gravel with silty clay d ay an 1 o 1.;S19 2148 sand it 137.7 7.3/0 �- __.-___ J: ____ 1 ._e TEST METHOD o ASTM D-1557 /AASHTO T-180 DEC 10 2019 In Place Density Test Results (ASTM D-6938): 615 W. Alder Street Test Mode/ Location of Test Elev. Wet Dry Moist% Sample %Comp. %Regd. # Depth Dens. Dens. # 1 � line NE of storm pond -- - -) -3'BFSG L 146 C 132.4 10.2 - 1 96.2 ,',t 95 2 � line N of storm pond -3'BFSG 143.8 131.1 9.7 95.2 95 3 �F� ntrance of site,15'S of basin -12"BFSG 144.8 131.8 9.8 95.7 95 4 .F-1 ntrance of site,30'from basin 12"BFSG 146.4 132.6 10.4 7 96.3 95 ® Native Soils Soils consistent with Proctor O Yes O No ❑ Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: Referenced Drawing:Sheet#SD1 MTC inspector on site,as requested,to perform in-place nuclear density testing on compacted native backfill placed into a utility trench. Shots were taken along C line and SE of A line(SR3)close to entrance of site.Material was excavated approximately 4 feet down and backfill was placed in approximately 12-inch thick lifts and compacted with ho-pac and vibratory drum roller. Results of the in-place density tests met or exceeded the required minimum 95%relative compaction based on Proctor values of MTC's Sample#S19-2148.Areas tested were firm and unyielding at the time of inspection. Contractor was notified of test results. To the best of MTC inspector's knowledge, the above-described work was performed in general accordance with project specifications and approved plans. Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 3 60.69 8.6787 206.24 1.19 74 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,1210512019,#D221024,Page 1 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting Special Inspection.Materials Testing•Environmental Consultingwr�ac..+►'s� Images: l q � UPLOADED: 12/05/2019 20:22:19 UPLOADED: 12/05/2019 20:23:27 .,- 17 UPLOADED: 12/05/2019 20:36:10 UPLOADED: 12/05/2019 21:13:02 REPORTED BY:Cecil Clark REVIEWED BY:Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,1210512019,#D221024,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting ��+aa,raarraw MTA Park and Ride Development - 19S145-01 - IPD-Soil Compaction: Report #D220945 CLIENT SCJ Alliance DATE 12/04/2019 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT #GRD201$-00015 Inspection Information: Inspection Date: Time Onsite: 12:15 Weather Overcast,45 12/04/2019 PM Conditions: III Inspection Performed: IPD-Soil Compaction Field Data: Work/Location: NW/W of main site entrance for storm/sewer run Gauge Standard MS: 901.6_ Equipment ID N Serial#: CPN MC-1 Elite,Ser.#MD30831 Gauge Standard DS: 31680 Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: 1.'S19-2148 Well graded gravel with silty sand and clay 137.7 '7.3% TEST METHOD ® ASTM D-698/AASHTO T-99 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. Wet Dry Dens. Moist% Sample %Comp. %Regd. # 1 4" E/SE of CB-02 --]C� 143.6 133.1 F 7.9 1� 96.7 95 2 4" CB-OS _� FG 145.8 134 8.8 L J 97.3 95 3 C 6" Storm crossing from CB- * Native Soils Soils consistent with Proctor O Yes O No ❑ Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: MTC inspector onsite,as requested by contractor,to observe earthwork activity and perform in-place density tests on compacted backfill into utility trenches.Contractor placed approximately 250-feet of storm/sewer run working East toward the jobsite entrance.Contractor placed 12"loose lifts of onsite native soils consisting of a well-graded gravel with silty sand and clay and compacted with a ho-pac attachment. Results of the in-place density tests exceeded the required minimum 95%relative compaction based on Proctor values of MTC sample*S19-2148.Please see above for in place density test results. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. RECEIVED Images: DEC 0 9 206 6 15 4 J.. Alder Street Corporate • 777 Chrysler Drive• Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,1210412019,#D220945,Page 1 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consultingar.iac...+r'� r -. UPLOADED: 12/06/2019 22:47:54 REPORTED BY:Amelia Barrett REVIEWED BY: Medhanie Tecle,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 3 60.64 7.61 11 3 60.69 8.67 87 206.24 1.19 74 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,1210412019,*D220945,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting a Special Inspection a Materials Testing•Environmental Consulting �'Yij+wr�ac..y'aw MTA Park and Ride Development - 195145-01 - Field Report: Other: Report #F220826 CLIENT SCJ Alliance DATE 12/03/2019 PROJECT LOCATION intersection of S113 and Log Yard Road Belfair WA PERMIT#GRD2019-00015 Inspection Information: Inspection Date: Time Onsite: 2:45 Weather 40s*F,overcast 12/03/2019 PM Conditions: Inspection Performed: Other Report Profile: ® Show Up Comments: MTC inspector arrived onsite, as requested,to perform in-place density testing on native soil being used for a storm drain and an unnamed road. Inspector notified the contact at that time the Proctor would be ready the following day.Contact elected to rather wait for the Proctor test results instead of taking blind shots. No testing was performed. Work in progress.Additional inspection needed. REPORTED BY: David Peek REVIEWED BY:Medhanie Tecle, Project Manager Corporate • 777 Chrysler Drive a Burlington, WA 98233 o Phone 360.755.1990 a Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.24 1.19 74 Visit our website: www.mtc-inc.net MTA Park and Ride Development-19S145-01,1210312019,#F220826,Page 1 of 1 Materials Testing & Consultin Inc. NITC Geotechnical Eneaneerin¢ • Snecial Inspection • Materials Testins Environn liGE I V E D DEC 0 5 2019 615 W. Alder Street Client: SJC Alliance Date: December 4,2019 Address: 8739 Tallon Lane NE,Wuite 200 Project: MTA Park and Ride-Belfair Lacey,WA.98516 Project#: 19S 145-01 Attn: Patrick Holm Sample#: S 19-2148 Revised on: Date sampled: November 27,2019 As requested MTC,Inc.has performed the following test(s)on the sample referenced above.The testing was performed in accordance with current applicable AASHTO or ASTM standards as indicated below.The results obtained in our laboratory were as follows below or on the attached pages: Test(s)Performed: Test Results fcst(s)Performed: ; Test Results X Sieve Analysis Pass/See report Sulfate Soundness 1 X Proctor 137.7 pcf at 7.3%OM Bulk Density&Voids j Sand Equivalent WSDOT Degradation 1 Fracture Count Moisture Content I I Specific Gravi ,Coarse Specific Gravity,Fine Hydrometer Analysis Atterberg Limits If you have any questions concerning the test results,the procedures used,or if we can be of any further assistance please call on us at the number below. Respectfully Submitted, Cheryl Meredith WABO Supervising Laboratory Technician Corporate—777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 Regional Offices: Olympia--360.534.9777 Bellingham—360.647.6061 Silverdale—360.698.6787 Tukwila—206.241.1974 Visit our website:www.mtc-inc.net Materials Vesting & Consulting, Inc. Geotechnical Engineering • Special Inspection Materials Testing • Environmental Consulting Wrrrbr."jke„, Sieve Report Project:MTA Park and Ride-Belfair Date Received:27-Nov-19 Unified Soil Classification System,ASTM-2487 Project#:19S145-01 Sampled By:B.Erskine GW-GC,Well-graded Gravel with Silty Clay and Sand Client:SJC Alliance Date Tested:2-Dec-19 Sample Color: Source:Onsite native material Tested Bv:I.Fernandez broom ACCREDITED Sam,le#:S19-2143 AASHTO T-176,AASHTO T-255,AASTHO T-335,AASHTO T-89,AASHTO T-90 D,,,=0.039 mm °p Gravel- 17- (Cueff of Curvature.C,-'-_17 Specifications DLIo)=0.083 cent 4u Sand=32.90,6 Coeff of Uniformity,Cr=104.27 2018 WSDOT 9-03.10 Gravel Base Dtut=0.195 mint %Silt&Clay=9.6•/a Fineness Modulus=4.98 Sample Meets Specs?Yes Dcsot=1.252 cent Liquid Limit=n/a Plastic Lima=n/a DL,at=6.435 mm Plasticity Index=n/a Moisture%,as sampled=n/a Dtmt=8.677 mm Sand Equivalent=n/a Req'd Sand Equivalent= A.)=39.119 rnm Fracture%,I Face=n/a Req'd Fracture• I Face= Dust Ratio= 8/19 Fracture%,2+Faces=n/a R 'd Fracture%,2+Faces= AASHTO Tl IM7 Actual Interpolated G,aln Size DistribW ion Cumulative Cumulative Sieve Size Percent Percent Specs Specs y _ US Metric Passin Passin Ma: Min ,ms • - .os 12.00" 300.00 100°/ i 10.00" 250.00 100% ! 8.00" 200.00 lo0"/0 6.00" 150.00 1001/6 i 4.00" 100.00 100% 100% 3.00" 75.00 98% 98% ! I 2.50" 63.00 %`/6 \ 2.00" 50.00 95% 95% 100.0% 75.0'. rmr .os 1.75" 45.00 93 1.50" 37.50 89% 89% l 1.25" 31.50 87% 87% 1.00" 25.00 83% 93% j a 3/4" 19.00 79p/o 79% 518" 16.00 75% 1/2" 12.50 70% 70% - \ i 3/8" 9.50 64% 64% 1/4" 6.30 49p/, #4 4.75 42% 42% 100.0"/6 22.01/. ! #8 2.36 35% #10 2. %00 34% 34 #1 6 1.18 30% .oa 920 0.850 281/6 280/6 #30 0.600 25% #40 0.425 23% 23% #50 0.300 19% #60 0.250 17•/ 17'/6 #80 0.180 14% os tmaoo ,oaoo Loon o.,w ao,o am0.m #100 0.150 13% 13% #140 0.106 11% #170 0.090 10% #200 0.075 9.61/6 9.6% 1000io 0.01. La°mesa°s {Il rnulu appF onlrwacwal lv;atio�u and ma,enah,nvJ.Asamuwlprv,nuon,u client,,Ne PubinanJ o�ncl.er.all rcpou an,ubmincd as,hc;ont�Jcnbal p.,.pcn,of:boa,..vJ actin,.„a..n,:rP"blw+ima.,,u,.nicnt,.:on:lu.n.n...r,va.,s from or rc.vnlinu.urr}•oeu•rcm.J pcnJmg ovrwnnn .pp-L Comments: Reviewed by: Cheryl Meredith Corporate-777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 Regional Offices: Olympia-360.534.9777 Bellingham-360.647.6111 Silverdale-360.698.6787 Tukwila-206.241.1974 Visit our website:www.mtc-inc.net 1 Materials Testing & Consulting, Inc. X.---e Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting Procto Report Project:MTA Park and Ride-Belfair Date Received:27-Nov-19 Unified Soils Classification System,ASTM D-2487 AASHTO T11/T27 Project#: 19S145-01 Sampled By:B.Erskine GW-GC,Well-graded Gravel with Silty Clay and Sand Sieve Size Percent Specifications Client:SJC Alliance Date Tested:2-Dec-19 Sample Color US mm Passing Max Min Source:Onsite native material Tested By:1.Fernandez brown 12,00" 300.00 Sample#:S19-2148 10.00" 250.00 Sample Prepared: Moist:X Manual: 8,00" 200.00 Dry: Mechanical:X 6.00" 150.00 Test Standard: ASTM D698: AASHTO T 99: Method 4,00" 100.00 100% ASTM D 1557:X AASHTO T 180: C 3.00" 75.00 98% Assumed Sp.Gr. Point Percent Dry Uncorrected Proctor Value 2.50" 63.00 2.85 Number Moisture Density Max.Dry Density Optimum Moist 2.00" 50.00 95% 100% 75% 1 9.9% 130.9 129.9 Ibs/ft' 9.1% 1 JS" 45.00 Jima 2 8.9% 130.4 1.50" 37.50 89 3 10.9% 128.0 Value w/Oversize Correction Applied 1.25" 31.50 87% 4 12.8% 124.7 Max.Dry Density Optimum Moist 1.00" 25.00 83% ACCREDITED�Y 3/4" 19.00 79% 518" 16.00 1/2" 12.50 70 Moisture Density Relationship 318" 9.50 64% 14'0 1/4" 6.30 1t°0 Zero kir Voids #4 4.75 42% 100% 22% rM0 #8 2.36 uao #10 2.00 34% #16 1.18 C uoo #20 0.850 28% lzao #30 0.600 zco #40 0.425 23% #50 0.300 1zJA #60 0.250 17% 121A #80 0.180 gzo.o #100 0.150 13% s% c% 7% o% 9% zo% rz% zs% 0% z4v. ls% tf% zm JIM 19% zo% #140 0.106 Per t Moistarc #170 0.090 • arrc:. "''"`wmc"` -mYr4 4200 0.075 9.6% 10.0% 0.0% Annex Al,Misc.Oversize Correction Values Specs:2018 WSDOT 9-03.10 Gravel Base Meets Specs?Yes Oversize at 1:21/o %Gravel:57.5% Cc:2.17 Di10):0.083 %Oversize Corrected Optimum %Sand:32.9% Cu: 104.27 Di3ol: 1.252 Retained Density Moisture %Silt&Clay:9.6% FM:4.98 Dt6or 8.677 5% 131.6 8.6% 10% 133.5 8.2% LL:n/a PL:n/a PI:n/a 15% 135.3 7.8% 20% 137.3 7.4% Sand Equivalent:n/a Req'd Sand Equivalent: 25% 139.3 6.9% 30% 141.3 6.5% Fracture%,1 Face:n/a Req'd Fracture%,1 Face: Copnight Spars Engmarmg&Ttth ical Sm PS,19%-98 Fracture%,2+Faces:n/a Re 'd Fracture% 2+Faces: :Vl mulls apphonh'In anual l"cahars enJ mal.ruls r.ai N.Aamutual pro..mn ro.li.nt.ih.rahl'.aid ours<I'..II.pon.orc submJreJ as h.co l J.�ial Mop.n.I I .,anJ auh,vie rl rpi li.a 1. rni.ni.. I. ur.tra .rcgarJu� I ...r...n..J edin, r xnnm approwl. Comments: Reviewed by: Cheryl Meredith Corporate-777 Chrysler Drive Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 Regional Offices: Olympia-360.534.9777 Bellingham-360.647.61 It Silverdale-360.698.6787 Tukwila-206.241.1974 Visit our website:www.mtc-inc.net MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consultinga,raac..+K� MTA Park and Ride Development - 19S145-01 - Field Report: Other: Report #F220826 CLIENT SCJ Alliance DATE 12/03/2019 PROJECT LOCATION intersection of SR3 and Log Yard Road Belfair WA PERMIT # p Lo i -000 Inspection Information: Inspection Date: Time Onsite: 2:45 Weather KOS-F,overcast 12/03/2019 PM Conditions: Inspection Performed: Other Report Profile: IN Show Up Comments: MTC inspector arrived onsite,as requested,to perform in-place density testing on native soil being used for a storm drain and an unnamed road. Inspector notified the contact at that time the Proctor would be ready the following day.Contact elected to rather wait for the Proctor test results instead of taking blind shots. No testing was performed. Work in progress.Additional inspection needed. REPORTED BY:David Peek REVIEWED BY: Medhanie Tecle, Project Manager RECEIVED DEC 0 5 2019 615 W. A14er Slrc�t Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 a Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-ine.net MTA Park and Ride Development-19S145-01,1210312019,#F220826,Page 1 of 1