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Home My WebLink AboutCOM2002-00162 Wall Sign - COM Permit / Conditions - 10/30/2002 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Inspection Line(360)427-7262 Mason County Bldg. 3 426 W. Cedar P.O. Box 186 Phone: (360)427-9670,ext.352 Shelton,WA 98584 COMMERCIAL BUILDING PERMIT COM2002-00162 OWNER: TOLLEFFSON COMMERCIAL RECEIVED: 10/16/2002 CONTRACTOR: PLUMB SIGNS INC 253-473-3323 LICENSE: PLUMB SIGNS INC EXP: 6/28/2004 ISSUED: 10/30/2002 SITE ADDRESS: 23969 NE STATE ROUTE 3 SUITE C BELFAIR EXPIRES: 4/30/2003 PARCEL NUMBER: 123294190021 LEGAL DESCRIPTION: TR 2-A OF NE SE TR A OF SP#423#351008 PCL 1 OF BLA#98-58#671493 PROJECT DESCRIPTION: DIRECTIONS TO SITE: INSTALL NEW WALL SIGN . PRfT VIML & VVOID BY EXPIRATION d12vq 6Y 99 ' 4TE �� General Information Construction &Occupancy Information Type of Use: Insp.Area: No.of Units: Type of Constr.: Type of Work: NEW Fire Dist.: 2 No. of Bathrooms: Occ. Group: Valuation: $ 5,001.00 No.of Stories: Occ. Load: Building Height: Pre-Manufactured Unit Information Square Footage Information Make: Length: Lot Size: Model: Width: Building: Year: Serial No.: Basement: Parking Spaces: Setback Information Front: N Ft. Shoreline: Ft. Shoreline&Planning Information Rear: S Ft. Slope: Ft. Water Body: Shoreline Desig.: Not Applicable Side 1: E Ft. SEPA?:No Comp.Plan Desig.: Urban Growth Area Side 2: W Ft. Fire Protection System Information Auto Fire Alarm System?: Emergency Key Box?: Standpipe?: Auto Fire Sprinkler System?: Access Road?: Fire Extinguishers?: Fixed Fire Suppression System?: Fire Hydrants?:Y Fire Lanes?: COM2002-00162 Please refer to the following pages for conditions of this permit. 1 of 4 1 Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Plan Check Fee Ki w in/iA19no SR1 d1 anoga Building State Fee Mr. in/99/9nn Sa rn Kirin Building Permit Fee KART. 1n19,)i9nn »r,95 Ft111n Total $211.16 CASE NOTES FOR COM2002-00162 CONDITIONS FOR COM2002-00162 1) This application is subject to Buffer and Landscaping requirements as established under Mason County Ordinance 1.03.036.X �� 2) 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. F formation can be obtained at 1-800-647-0982. The person signing this condition i e't er the homeowner age�r the owner or a registered contractor according to WA state law. X C`r� 3) The use, handling and storage of hazardous materials or flammable and combustible liquids in excess of 10 gallon not allowed without the approval of the Mason County Fire Marshal. 4) Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which is proposed to be located within 25'of a Mason County road right of way, it is suggested to contact that office to review future planned work which may affect your project. X gf, ' 5) All approved plans are required to be on-site for inspection purposes. If inspection is called for and plans are not on site, Approval WILL NOT be granted. In addition, a Re-Inspection fee in the amount of$52.30 per hour (minimum 1 hour)will be charged and must be collected by this department prior to any further inspections being performed or approval granted. X---l'-�o� COM2002-00162 2 of 4 6) , PURSUANT TO 1997 UNIFORM BUILDING CODE, ALL SITES MUST HAVE APPROVED NUMBERS OR ADDRESSES PROVIDED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. MASON COUNTY BUILDING DEPARTMENT REQUIRES THAT THIS BE COMPLETED PRIOR TO CALLING FOR ANY SITE INSPECTIONS. A REINSPECTION FEE, BASED ON RATES AS ADOPTED BY THE JURISDICTION AND THE 1997 UNIFORM BUILDING CODE WILL BE ASSESSED IF OWNER/CONTRACTOR FAILS TO POST ADDRESS ON SITE PRIOR TO REQUESTING INSPECTIONS. X aZ,41 7) The approved plot plan is required to be on-site for inspection purposes. If inspection is called for and plot plan is not on site, Approval WILL NOT be granted. In addition, a Re-Inspection fee in the amount of$52.30 per hour (minimum 1 hour)will be charged and must be collected by this department prior to any further inspections being performed or approval granted. X 0141z 8) Changes to approved building plans that affect compliance to the current non-residential Energy Code (NREC), ventilation and Indoor Air Quality Code (VIAQ) Uniform Building/Plumbing/Mechanical Codes and/or Mason County Regulations shall be approved prior to construction. X 9) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND UNIFORM BUILDING CODE.x 10) All building permits shall have a final inspection performed and approved by the 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. X This permit becomes null and void if work or construction authorized is not commenced within 180 days,or if construction or work is suspended for a period of 180 days at any time after work is commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be occupied. OWNER OF AGE _ DATE: !U O .: COM2002-00162 3 of 4 0 K CONCRETE MECHANICAL MANUFACTURED HOMI N 0o Footings /Setb acks Date B y Ribbons No Date By Gas Piping Date By 0 Foundation Walls Date B y Set-up Date By INSULATION Date By B G / Slab Insulation Floors Final Date B y Date B y Date B y FRAMING Walls FIRE DEPT D ate B y Date B y Date B y PLUMBING Attic OTHER Groundwork Date By Date By WALLBOARD NAILING D.W.V. Date By Date By FINAL INSPECTION Water Line Date By Date By Date By J O M� l J O O N � i O O 01 N � 0 0,41G GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 GROUT TEST REPORT CLIENT BELFAIR CENTER LLC REPORT NO. 18 PROJECT BELFAIR PLAZA PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION CITY/COUNTY MASON PERM/TNUMBER 99-0554 DATE GROUT SAMPLED 03/01/00 INSPECTOR JIM COMNICK GROUT CONTRACTOR KITSAP READY MIX LOCATION OF GROUT PLACEMENT LINE 1, BF FTO C, LINE 1, C TO E, LINE R, F TO E LOCATION SAMPLED LINE 1, B TO C, 4TH LIFT NO. YARDS 7 OF 7 TRUCK SAMPLED 57 TIME SAMPLED 1:45PM PLACED MIX DATA INVOICE NO. 40060270 CEMENT 7-1/2 SK TYPE 1&2 MAXIMUM SIZE AGGREGATE 3/8" ADDITIVES: SAND 12,160 LBS AGGREGATE 89200 LBS ASTM C231 -AIR CONTENT NIA GROUT TEMPERATURE 56, WEATHER CLOUDY AIR TEMPERATURE 46 0 OTHER REQUIRED DAY COMMENTS: 28 STRENGTH 2,000 PSI COMPRESSIVE STRENGTH TEST RESULTS — ASTM C39 SAMPLE LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS (PSI) 18 A 3 x 3 x 6 9 03/08/00 7 3960 18 B of03/29/00 28 5040 18 C 03/29/00 28 4960 Date Samples Received in 03/02/00 Other Comments Laboratory CERTIFIED BY: / . V DATE: c3Id? loo oratory Mana ,General Testing Laboratories Date Form Revised: 1115199 Quality Assurance for Northwest Construction (360) 779-9196 Toll Free(888)898-8378 Fax(360) 779-4320 i ()RIC GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 GROUT TEST REPORT CLIENT BELFAIR CENTER LLC REPORT NO. 17 PROJECT BELFAIR PLAZA PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION CITY/COUNTY MASON PERMITNUMBER 99_0554 DATE GROUT SAMPLED 02/28/00 INSPECTOR JIM COMNICK GROUT CONTRACTOR KITSAP READY MIX LOCATION OF GROUT PLACEMENT LINE 1, A TO B, LINE A, 1 TO 3 LOCATION SAMPLED LINE A, 1 TO 3, FINAL LIFT NO. YARDS 7 1/2 OF 7 1/2 TRUCK SAMPLED 217 TIME SAMPLED 1:15PM PLACED MIX DATA INVOICE NO. 40060141 CEMENT 7 SK TYPE 1&2 MAXIMUM SIZE AGGREGATE 3/8" ADDITIVES: SAND 14,960 LBS AGGREGATE 7600 LBS ASTA1 C231 -AIR CONTENT NIA GROUT TEMPERATURE 551 WEATHER CLEAR AIR TEMPERATURE 440 OTHER REQUIRED DAY COMMENTS: 28 STRENGTH 2,000 PSI COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 SAMPLE LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 17 A 3 x 3 x 6 9 03/06/00 7 4000 17 B 03/27/00 28 5360 17 C 03/27/00 28 5180 Date Samples Received in 02/29/00 Other Comments Laboratory CERTIFIED BY: / DATE:_S(�9` UJ La ra ory anager, eral Testing Laboratories Date Form Revised: 1115199 Quality Assurance for Northwest Construction (360) 779-9196 Toll Free(888)898-8378 Fax(360) 779-4320 ORWif► GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 PRISM TEST REPORT CLIENT BELFAIR SHOPPING CENTER LLC REPORT NO. 3 PROJECT BELFAIR PLAZA PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION CITY/COUNTY MASON PERMIT NUMBER DATE GROUT SAMPLED 02/24/00 INSPECTOR JIM COMNICK GROUT SUPPLIER HENDERSON MASONRY LOCATION SAMPLED LINE 4,J TO F, FINAL LIFT MIX DATA INVOICE NO. CEMENT TYPE MAXIMUM SIZE AGGREGATE 5930 LBS 1 &2 3/8" ADMIXTURES: SAND 19,320 LBS AMOUNT OZ/YD AGGREGATE 9,040 LBS AMOUNT OZ/YD GROUT 7 SACK AMOUNT OZ/YD WEATHER: AIR TEMP: CLEAR 46' OTHER REQUIRED DAY COMMENTS: 28 STRENGTH Z000 PSI COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 CYLINDER LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 3 A 8 x 8 x 12 57.4 03/02/00 7 2990 3 B 03/24/00 28 3730 3 C 03/24/00 28 3670 Date Cylinders Received in Other Laboratory Comments CERTIFIED BY: DATE: Lab ratory anage eneral Testing Laboratories Date Form Revised: 11/5/99 Quality Assurance for Northwest Construction (360) 779-9196 Toll Free(888) 898-8378 Fax(360) 779-4320 t3RICA+I GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 GROUT TEST REPORT RECEIVED A P 614 CLIENT BELFAIR CENTER LLC REPORT NO. 19 PROJECT BELFAIR PLAZA PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION CITY/COUNTY MASON PERMIT NUMBER 99-0554 DATE GROUT SAMPLED 03/02/00 INSPECTOR BILL UGOLINI GROUT CONTRACTOR KITSAP READY MIX LOCATION OF GROUT PLACEMENT -- LOCATION SAMPLED NO. YARDS 2 OF 4 5 TRUCK SAMPLED 217 TIME SAMPLED 3:55PM PLACED MIX DATA INVOICE NO. CEMENT TYPE _1 MAXIMUM SIZE AGGREGATE 3/89 ADDITIVES: SAND 9760 LBS AGGREGATE 4520 LBS ASTMC231 -AIR CONTENT NIA GROUT TEMPERATURE 590 WEATHER SUNNY AIR TEMPERATURE 50 OTHER REQUIRED DAY COMMENTS: 28 STRENGTH 2,000 PSI COMPRESSIVE STRENGTH TEST RESULTS — ASTM C39 SAMPLE LAB DIAMETER AREA SO. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 19 A 3 x 3 x 6 9 03/09/00 7 3200 19 B 03/30/00 28 4270 19 C 03/30/00 28 4400 Date Samples Received in 03/03/00 Other Comments Laboratory CERTIFIED BY: DATE: S - / a 0 Lab ratory Manag neral Testing Laboratories Date Form Revised: 1115199 Quality Assurance for Northwest Construction (360) 779-9196 Toll Free(888) 898-8378 Fax(360) 779-4320 ORWAM GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 PRISM TEST REPORTjRF-CENIE I,;`l' CLIENT BELFAIR SHOPPING CENTER LLC REPORT NO. 2 PROJECT BELFAIR PLAZA PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION CITY/COUNTY MASON PERMIT NUMBER DATE GROUT SAMPLED 02/24/00 INSPECTOR JIM COMNICK GROUT SUPPLIER HENDERSON MASONRY LOCATION SAMPLED LINE 4, J TO F, FINAL LIFT MIX DATA INVOICE NO. CEMENT TYPE MAXIMUM SIZE AGGREGATE 5930 LBS 1 &2 3/8" ADMIXTURES: SAND 19,320 LBS AMOUNT OZ/YD AGGREGATE 9,040 LBS AMOUNT OZ/YD GROUT 7 SACK AMOUNT OZ/YD WEATHER: CLEAR AIR TEMP: 46' OTHER REQUIRED DAY COMMENTS: 28 STRENGTH 2,000 PSI COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 CYLINDER LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 2 A 8 x 8 x 12 57.4 03/02/00 7 2790 2 B 03/24/00 28 3600 2 C 03/24/00 28 3550 Date Cylinders Received in Other Laboratory Comments CERTIFIED BY: DATE: L boratory Manage , eneral Testing Laboratories Date Form Revised: 11/6199 Quality Assurance for Northwest Construction (360) 779-9196 Toll Free(888)898-8378 Fax(360) 779-4320 W"ft GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 GROUT TEST REPORT CLIENT BELFAIR CENTER LLC REPORT NO. 14 PROJECT BELFAIR PLAZA PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION I CITY/COUNTY MASON PERMIT NUMBER 99-0554 DATE GROUT SAMPLED 02/17/00 INSPECTOR STEVE BLANEY GROUT CONTRACTOR KITSAP READY MIX LOCATION OF GROUT PLACEMENT GRID LINE 3 @ ATO F, 4 LIFT, GRID LINE A, 3 LIFT; GRID LINE 4 F TO G, 1ST LIFT OVER BUCK OUT LOCATION SAMPLED GRID LINE 3 @ C NO. YARDS 8 OF 8 TRUCK SAMPLED 215 TIME SAMPLED 3:30PM PLACED MIX DATA INVOICE NO. 20024547 CEMENT 7 SK TYPE 1 6 2 MAXIMUM SIZE AGGREGATE 3/8" ADDITIVES: C 350-56 OZ SAND 6860 LBS AGGREGATE 17,040 LBS ASTM C231-AIR CONTENT GROUT TEMPERATURE WEATHER CLEAR AIR TEMPERATURE 50, OTHER REQUIRED DAY COMMENTS: 28 STRENGTH 2,000 PSI COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 SAMPLE LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 14 A 3 x 3 x 6 9 02/24/00 7 3440 14 B 01 1103/16/00 28 5600 14 C it of03/16/00 28 5690 Date Samples Received in 02/18/00 Other Comments Laboratory CERTIFIED BY: Szae DATE: 6 7/,)j L oratory Man General Testing Laboratories Date Form Revised: 1115199 Quality Assurance for Northwest Construction (360) 779-9196 Toll Free(888) 898-8378 Fax(360) 779-4320 NO* GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 GROUT TEST REPORT CLIENT BELFAIR CENTER LLC REPORT NO. 15 PROJECT BELFAIR PLAZA PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION CITY/COUNTY MASON PERMIT NUMBER 99-0554 DATE GROUT SAMPLED 02/21/00 INSPECTOR JIM COMNICK GROUT CONTRACTOR KITSAP READY MIX LOCATION OF GROUT PLACEMENT BLDG. B, LINE 4, G.5 TO J, LINE 1, A TO E, LINE A, 1 TO 3 LOCATION SAMPLED LINE A, A TO E, 3 LIFT NO. YARDS 8 OF 8 TRUCK SAMPLED 224 TIME SAMPLED 3:30PM PLACED MIX DATA INVOICE NO. 40059929 CEMENT 7-1/2 SK TYPE 1 B 2 MAXIMUM SIZE AGGREGATE 3/8„ ADDITIVES: SAND 10,080 LBS AGGREGATE 6880 LBS AIR-57 OZ ASTM C231 -AIR CONTENT GROUT TEMPERATURE ----- 54° WEATHER CLOUDY AIR TEMPERATURE 46° OTHER REQUIRED DAY COMMENTS: 28 STRENGTH 2,000 PSI COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 SAMPLE LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS (PSI) 15 A 3 x 3 x 6 9 02/28/00 7 3930 15 B 03/20/00 28 4820 15 C it 1. 03/20/00 28 4640 Date Samples Received in 02/21/00 Other Comments Laboratory CERTIFIED BY: C DATE: ,IL) 7 /00 La oratory Manage , eneral Testing Laboratories Date Form Revised: 1115199 Quality Assurance for Northwest Construction (360) 779-9196 To//Free(888) 898-8378 Fax(360) 779-4320 GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 GROUT TEST REPORT CLIENT BELFAIR CENTER LLC REPORT NO. 16 PROJECT BELFAIR PLAZA PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION CITY/COUNTY MASON PERMIT NUMBER 99-0554 DATE GROUT SAMPLED 02/21/00 INSPECTOR JIM COMNICK GROUT CONTRACTOR KITSAP READY MIX LOCATION OFGROUTPLACEMENT LINE 4, J TO F, LINE 4, F TO E, LINE 1 A TO B, LINE 1, B.5 TO E, LINE A, 1 TO 3 LOCATION SAMPLED LINE 4, J TO F, FINAL LIFT NO. YARDS 9 OF 12 1/2 TRUCK SAMPLED 217 TIME SAMPLED 2.30PM PLACED MIX DATA INVOICE NO. 40059929 CEMENT SK TYPE 1 g 2 MAXIMUM SIZE AGGREGATE 3/8" ADDITIVES: SAND 19,320 LBS AGGREGATE 9040 LBS ASTNI C231 -AIR CONTENT NIA GROUT TEMPERATURE 55 0 WEATHER CLEAR AIR TEMPERATURE 48- OTHER REQUIRED DAY COMMENTS: 28 STRENGTH 2,000 PSI COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 SAMPLE LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 16 A 3 x 3 x 6 9 03/02/00 7 4240 16 B 03/23/00 28 5530 16 C 03/23/00 28 5360 Date Samples Received in 02/24/00 Other Comments Laboratory CERTIFIED BY: DATE: Labo atory Manager, G—e--n-e-W Testing Laboratories Date Form Revised: 1115199 Quality Assurance for Northwest Construction (360) 779-9196 Toll Free(888)898-8378 Fax(360) 779-4320 GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 GROUT TEST REPORT CLIENT BELFAIR CENTER LLC REPORT NO. 13 PROJECT BELFAIR PLAZA PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION CITY/COUNTY MASON PERMIT NUMBER 99_0554 DATE GROUT SAMPLED 02/15/00 INSPECTOR JIM COMNICK GROUT CONTRACTOR KITSAP READY MIX LOCATION OF GROUT PLACEMENT LINE J, 4 TO 6, LINE 3, F TO B & PIERS 0.4, LINE 1 LOCATION SAMPLED LINE J, 4 TO 6, FINAL LIFT NO. YARDS OF TRUCK SAMPLED TIME SAMPLED PLACED MIX DATA INVOICE NO. CEMENT TYPE MAXIMUM SIZE AGGREGATE ADDITIVES: SAND AGGREGATE ASTMC231 -AIR CONTENT GROUT TEMPERATURE a WEATHER CLOUDY AIR TEMPERATURE 461 OTHER REQUIRED DAY COMMENTS: 28 STRENGTH 2,000 PSI COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 SAMPLE LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 13 A 3 x 3 x 6 9 02/22/00 7 3530 13 B 03/14/00 28 5200 13 C 03/14/00 28 5380 Date Samples Received in 02/ 66/00 Other Comments Laboratory CERTIFIED BY: DATE: Lqb'ordtoiff Man r, General Testing Laboratories Date Form Revised: 1115199 Quality Assurance for Northwest Construction (360) 779-9196 Toll Free(888) 898-8378 Fax(360) 779-4320 GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 MORTAR TEST REPORT CLIENT BELFAIR SHOPPING CENTER LLC REPORT NO. 7 PROJECT BELFAIR SHOPPING CENTER PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION CITY/COUNTY MASON PERMIT NUMBER 99.0553 DATE MORTAR SAMPLED 02/15/00 INSPECTOR JIM COMNICK MORTAR SUPPLIER HENDERSON MASONRY LOCATION OF MORTAR PLACEMENT LINE L AT B, C,C.5& E LOCATION SAMPLED LINE 1 AT C MIX DATA CEMENT PRE-MIX TYPE _ TIME SAMPLED 2:15 PM ADDITIVES SAND LIME MORTAR TEMP WEATHER CLOUDY AIR TEMPERATURE 46' OTHER REQUIRED DAY COMMENTS: 28 STRENGTH 1800 PSI COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 SAMPLE LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 7 A 2 x 4 3.14 02/22/00 7 1070 7 B 03/14/00 28 2060 7 C " 03/14/00 28 1990 Date Samples Received in 02/16/00 Other Comments Laboratory CERTIFIED BY: DATE: �L,Cc1� Labor tory nage , eneral Testing Laboratories Date Form Revised: 11/�99 Quality Assurance for Northwest Construction (360) 779-9196 Toll Free(888) 898-8378 Fax(360) 779-4320 Woolft GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 GROUT TEST REPORT RECEiVED 1 5 2e CLIENT BELFAIR CENTER LLC REPORT NO. 12 PROJECT BELFAIR PLAZA PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION CITY/COUNTY MASON PERMIT NUMBER 99_0554 DATE GROUT SAMPLED 02/11/00 INSPECTOR JIM COMNICK GROUT CONTRACTOR KITSAP READY MIX LOCATION OF GROUT PLACEMENT BLDG A, LINE 3, A5 TO C.5, BLDG B,LINE 3, F TO B, LINE 3, B TO A, AND LINE A, 3 TO 2 LOCATION SAMPLED BLDG A, FINAL LIFT NO. YARDS 7 OF 7 TRUCK SAMPLED 208 TIME SAMPLED 11:30 PM PLACED MIX DATA INVOICE NO. 40059615 CEMENT 7 SK TYPE 1 &2 MAXIMUM SIZE AGGREGATE 3/8" ADDITIVES: NONE SAND 14,920 LB AGGREGATE 7.000 LB ASTAI C231 -AIR CONTENT TEM GROUT PERATURE _ 55- WEATHER CLEAR AIR TEMPERATURE 44 0 OTHER REQUIRED DAY COMMENTS: Z8 STRENGTH 2,000 PSI COMPRESSIVE STRENGTH TEST RESULTS — ASTM C39 SAMPLE LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 12 A 3 x 3 x 6 9 02/18/00 7 3360 12 B 03/10/00 28 4700 12 C 03/10/00 28 4670 Date Samples Received in 02/12/00 Other Comments Laboratory CERTIFIED BY: DATE: t/� La oratory anager, General Testing Laboratories Date Form Revised: 1115199 Quality Assurance for Northwest Construction (360) 779-9196 Toll Free(888) 898-8378 Fax(360) 779-4320 O. General Testing Laboratories, Inc. DATE J°B N 18970 3rd Ave. N.E., P.O. Box 1586 PRO JECT Poulsbo, Washington 98370 `^''%� r" `F' LOCATION — (360) 779-9196 / CONTRACTOR OWNER TO WEATHER TEMP. qd' '��cl_a1CM CPM PRESENT Af SITE THE FOLLOWING WAS NOTED 1ni) S��c o.✓ �/�2.i��/v9_r- •�r� �� O i�iLS , ��1�G��✓ V,' 100 (�� Gc%re,�C,��,✓s,5//.� .s�,�id�,9,�,s �® ��3//r/L� U .��s . �' LtJd/UG 100, COPIES TO / �J 1 {pVE D D D D elrf 1 NED `�tt GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 GROUT TEST REPORT ��CEIVCD P4R 1 ZU CLIENT BELFAIR CENTER LLC REPORT NO. 10 PROJECT BELFAIR PLAZA PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION rITYICOUNTY MASON PERMIT NUMBER 99-0554 DATE GROUT SAMPLED 02/07/00 INSPECTOR JIMCOMNICK GROUT CONTRACTOR KITSAP READY MIX LOCATION OF GROUT PLACEMENT LINE 6, J TO F,LINE J, 4 TO 6 &LINE F. 5 TO 6,ALL 4 LIFT LOCATION SAMPLED LINE J. 4 TO 6 NO. YARDS 7 12 OF 1 r2 TRUCK SAMPLED 224 TIME SAMPLED 3:00 PM PLACED MIX DATA INVOICE NO. 40059435 CEMENT 7'�s SK TYPE 1 &2 MAXIMUM SIZE AGGREGATE 3/8" ADDITIVES: SAND 14,800 LB AGGREGATE 5 7,600 LB c-350 54 OZ ASTM C231 -AIR CONTENT GROUT TEMPERATURE ----- 54° WEATHER RAIN AIR TEMPERATURE 46° OTHER REQUIRED DAY COMMENTS: 28 STRENGTH 2,000 PSI COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 SAMPLE LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 10 A 3 x 3 x 6 9 02/14/00 7 2800 10 B 03/08/00 28 4240 10 C 03/08/00 28 1 4390 Date Samples Received in 02/08/00 Other Comments Laboratory / CERTIFIED BY: DATE: /U J Lab"ratory Manage General Testing Laboratories Date Form Revised: 1115199 Quality Assurance for Northwest Construction (360) 779-9196 Toll Free(888) 898-8378 Fax(360) 779-4320 GENERAL TESTING LABORATORIES, INC, c* 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 GROUT TEST REPORT CLIENT BELFAIR CENTER LLC REPORT NO. 11 PROJECT BELFAIR PLAZA PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION CITY/COUNTY MASON PERMIT NUMBER 99-0554 DATE GROUT SAMPLED 02/09/00 INSPECTOR STEVE BLANEY GROUT CONTRACTOR KITSAP READY MIX LOCATION OF GROUT PLACEMENT BLDG A, GRID A, 1 LIFT ABOVE BUCHOUT, BLDG B, GRIDE A&GRID 3 @ A TO B, 2ND LIFT LOCATION SAMPLED BLDG B, GRID A NO. YARDS 3 OF 3 TRUCK SAMPLED 219 TIME SAMPLED 3:30 PM PLACED MIX DATA INVOICE NO. 20024360 CEMENT 7 SK TYPE 1 &2 MAXIMUM SIZE AGGREGATE 3/8' ADDITIVES: NONE SAND 2980 LB AGGREGATE 6300 LB ASTAI C231 -AIR CONTENT GROUT TEMPERATURE --- 11 62° WEATHER CLEAR AIR TEMPERATURE 50° OTHER REQUIRED DAY COMMENTS: 28 STRENGTH 2,000 PSI COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 SAMPLE LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 11 A 3 x 3 x 6 9 02/16/00 7 3360 11 B 03/08/00 28 4980 11 C 03/08/00 28 5060 Date Samples Received in 02/10/00 Other Comments Laboratory j CERTIFIED BY: Lb adorlyVanag`6�neralDATE:or Testing Laboratories Date Form Revised: 11/1/99 Quality Assurance for Northwest Construction (360) 779-9196 Toll Free(888) 898-8378 Fax(360) 779-4320 General Testing Laboratories, Inc. DATE Joe No. 18970 3rd Ave. N.E., P.O. Box 1586 3-1-oo 9/ Poulsbo, Washington 98370 OR PROJECT LOCATION (360) 779-9196 j 3,.-/ %ti•f CONTRACTOR OWNER TO WEATHER TEMP. o at AM °at PM PRESENT AT SITE f/ lot- THE FOLLOWING WAS NOTED: CrL-itll2.9� 7 /1 z 7 Novo A5 I ( 1190 u 7� .+�, /Al e,O V &J,40A a� P3i� B .s�� ZIAI - 13 4o c Al r . /tie' %, r -/a �n/.4/ ,Z[ �f .d- L,[eUc' `�, f �v '4F- L[114/1 PUo�T t S ll�Gc�Y LJ,�� — eAle aA'?AVV V �Cl�/SJ�.4L�ilfr[�' c cJ/ AZ N tee ck Y42zTLrCI (r✓I�s q t� r�DZVd. r �t�e�G' d3 .3-x13 , mil/ �a-�i��c Ar�,o�r.��a'� � .o/�� •<< L'o��,o%�,v�e- u/,�� .T�� 5,�G�C S , COPIES TO SIGNED General Testing Laboratories, Inc. DATE JOB NO 18970 3rd Ave. N.E., P.O. Box 1586 _ Poulsbo, Washington 98370 OR* PROJECT LOCATION (360) 779-9196iC CONTRACTOR OWNER TO B�L F Ay2 c WIfATH9Fr TEMP. O at AM O at , 41 PRESENT AT SITE THE FOLLOWING WAS NOTED: Al 7 ' Ay COPIES TO SIGNED / okwm GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 CONCRETE TEST REPORT CLIENT BELFAIR CENTER LLC REPORT NO. 6 PROJECT BELFAIR PLAZA PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION CITY/COUNTY BELFAIR/MASON PERMIT NUMBER 99-0554 DATE CONCRETE SAMPLED 02/03/00 INSPECTOR JIM COMNICK CONCRETE SUPPLIER KITSAP READY MIX LOCATION OF CONCRETE PLACEMENT BLDG B, LINE 3, F TO A, LINE 1,A TO F LOCATION SAMPLED LINE 3 AT LINE E NO. YARDS 64 OF TRUCK SAMPLED 224 TIME SAMPLED 9.30 AM PLACED MIX DATA INVOICE NO. 40059259 CEMENT 5 '/2 SK TYPE t &2 MAXIMUM SIZE AGGREGATE 7/8" ADMIXTURES: C-340 AMOUNT 31 OZIYD C-323 AMOUNT 80 OZIYD AMOUNT OZ/YD ASTAf C1 d3—SLUMP 4/�, ASTAf C231 -AIR CONTENT NIA ASTAI C1061- CONCRETE TEMPERATURE 66° REQUIRED SLUMP 4 TO 5 REQUIRED AIR CONTENT NIA WEATHER CLEAR AIR TEMPERATURE 46. OTHER REQUIRED 28 DAY 3,500 PSI COMMENTS: STRENGTH COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 CYLINDER LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 6 A 6 X 12 28.27 02/10/00 7 4750 6 B " 03/02/00 28 5500 6 D " 03/02/00 28 5600 6 E " 03/02/00 28 5560 Date Cylinders Received in 02/04/00 Insulated Cure Box Used X yes Other Laboratory During Initial 24 Hrs. ❑ no Comments CERTIFIED BY: DATE: Lao tory Manage , General Testing Laboratories Date Form Revised: 1115199 Quality Assurance for Northwest Construction (360) 779-9196 To//Free(888) 898-8378 Fax(360) 779-4320 WMA GENERAL TESTING LABORATORIES, INC. OR 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 CONCRETE TEST REPORT CLIENT BELFAIR CENTER LLC REPORT NO. 7 PROJECT BELFAIR PLAZA PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION CITY/COUNTY BELFAIR/MASON PERMIT NUMBER 99 0554 DATE CONCRETE SAMPLED 02/03/00 INSPECTOR JIM COMNICK CONCRETE SUPPLIER KITSAP READY MIX LOCATION OF CONCRETE PLACEMENT BLDG A—SLAB LOCATION SAMPLED N.W. CORNER NO. YARDS 175 OF 220 TRUCK SAMPLED 206 TIME SAMPLED 11;15 AM PLACED MIX DATA INVOICE NO. 40059281 CEMENT 5 t/z SK TYPE t &2 MAXIMUM SIZE AGGREGATE 7/8' ADMIXTURES: C-340 AMOUNT 31 OZIYD C-323 AMOUNT 80 OZIYD AMOUNT OZIYD ASTAf C143—SLUMP 4. ASTAI C231 -AIR CONTENT NIA ASTAI CI064- CONCRETE TEMPERATURE 65 0 REQUIRED SLUMP 4 TO 5 REQUIRED AIR CONTENT NIA WEATHER CLEAR AIR TEMPERATURE 48° OTHER REQUIRED 28 DAY 3,500 PSI COMMENTS: STRENGTH COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 CYLINDER LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 7 A 6 X 12 28.27 02/10/00 7 4550 7 B 03/02/00 28 5400 7 D 03/02/00 28 5350 7 E " 03/02/00 28 5450 Date Cylinders Received in 02/04/00 Insulated Cure Box Used X yes Other Laboratory Durin Initial 24 Hrs. ❑ no Comments CERTIFIED BY: DATE: La oratory Mana r, General Testing Laboratories Date Form Revised: 1115199 Quality Assurance for Northwest Construction (360) 779-9196 Toll Free(888) 898-8378 Fax(360) 779-4320 GENERAL TESTING LABORATORIES, INC. Waw 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 GROUT TEST REPORT CLIENT BELFAIR CENTER LLC REPORT NO. 8 PROJECT BELFAIR PLAZA PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION CITY/COUNTY MASON PERMIT NUMBER 99-0554 DATE GROUT SAMPLED 02/02/00 INSPECTOR JIM COMNICK GROUT CONTRACTOR KITSAP READY MIX LOCATION OF GROUT PLACEMENT BLDG B, LINE J, 4 TO 6, LINE 6, J TO F, LINE F, 5 TO 6, LINE 4 AT J.5, LINE 4 AT G, ALL 2ND LIFT. LINE 3, F TO A, LINE A, 2 TO 3, 1"LIFT. LOCATION SAMPLED LINE 6, J TO F, 2 LIFT NO. YARDS 6 1/z OF 6 1/2 TRUCK SAMPLED 220 TIME SAMPLED 10:15 AM PLACED MIX DATA INVOICE NO. 20024213 CEMENT 7 SK TYPE 1 &2 MAXIMUM SIZE AGGREGATE 3/8' ADDITIVES: NONE SAND 13,640 LB AGGREGATE 6,460 LB AST,if C231 -AIR CONTENT GROUT TEMPERATURE ----- 55° WEATHER CLOUDY AIR TEMPERATURE 46 OTHER REQUIRED DAY COMMENTS: 28 STRENGTH 2,000 PSI COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 SAMPLE LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 8 A 3 x 3 x 6 9 02/09/00 7 4640 8 B 03/01/00 28 5730 8 C 03/01/00 28 5540 Date Samples Received in 02/03/00 Other Comments Laboratory CERTIFIED BY: DATE: Lab ratory Manage ,General Testing Laboratories Date Form Revised: 1115199 Quality Assurance for Northwest Construction (360) 779-9196 Toll Free(888) 898-8378 Fax(350) 779-4320 GENERAL TESTING LABORATORIES, INC.°u� 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 GROUT TEST REPORT CLIENT BELFAIR CENTER LLC REPORT NO. 9 PROJECT BELFAIR PLAZA PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION CITY/COUNTY MASON PERMIT NUMBER 99-0554 DATE GROUT SAMPLED 02/03/00 INSPECTOR JIM COMNICK GROUT CONTRACTOR KITSAP READY MIX LOCATION OF GROUT PLACEMENT BLDG B, LINE 6, J TO F, LINE J, 4 TO 6, LINE F, 5 TO 6 LOCATION SAMPLED 3Nu LIFT NO. YARDS 6 OF 6 TRUCK SAMPLED 224 TIME SAMPLED 130 PM PLACED MIX DATA INVOICE NO. 40059300 CEMENT 7 '/s SK TYPE 1 &2 MAXIMUM SIZE AGGREGATE 3/8" ADDITIVES: SAND 12,760 LB AGGREGATE 5,160 LB AST6!C231 -AIR CONTENT GROUT TEMPERATURE 64* WEATHER CLEAR AIR TEMPERATURE 50' OTHER REQUIRED DAY COMMENTS: 28 STRENGTH 2,000 PSI COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 SAMPLE LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 9 A 3 x 3 x 6 9 02/10/00 7 2910 9 B 03/02/00 28 4420 9 C 03/02/00 28 4600 Date Samples Received in 02/04/00 Other Comments Laboratory CERTIFIED BY: C DATE: La oratory Mana er, General Testing Laboratories Date Form Revised: 11/5i99 Quality Assurance for Northwest Construction (360) 779-9196 Toll Free(888) 898-8378 Fax(360) 779-4320 GENERAL TESTING LABORATORIES, INC. opt 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 MORTAR TEST REPORT CLIENT BELFAIR SHOPPING CENTER LLC REPORT NO. 6 PROJECT BELFAIR SHOPPING CENTER PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION CITY/COUNTY MASON PERMIT NUMBER 99-0553 DATE MORTAR SAMPLED 02/03/00 INSPECTOR JIM COMNICK MORTAR SUPPLIER HENDERSON MASONRY LOCATION OF MORTAR PLACEMENT LINE J, 4 TO 6 LOCATION SAMPLED COURSE 17& 18 MIX DATA CEMENT PRE-MIX TYPE S. TIME SAMPLED 1:00 PM ADDITIVES SAND LIME MORTAR TEMP WEATHER CLEAR AIR TEMPERATURE 48 0 OTHER REQUIRED 28 DAY 1800 PSI COMMENTS: STRENGTH COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 SAMPLE LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 6 A 2 x 4 3.14 02/10/00 7 1370 6 B " " 03/02/00 28 2290 6 C 03/02/00 28 2280 Date Samples Received in 02/04/00 Other Comments Laborator CERTIFIED BY: DATE:, 0 ) La o4Mana"q�_General Testing Laboratories Date Form Revised., 11IS199 Quality Assurance for Northwest Construction (360) 779-9196 Toll Free(888) 898-8378 Fax(360) 779-4320 General Testing Laboratories, Inc. DATE JOB NO. 18970 3rd Ave. N.E., P.O. Box 1586 - 'OD a-9/S`f- Poulsbo, Washington 98370 PROJECT S //;; / Nltr�[� l./Z1J LOCATION (360) 779-9196 E i K CONTRACTOR OWNER TO D // lJ�� —� WEATHER TEMP. O at AM °at PM PRESENT AT SITE 99�os54- THE FOLLOWING WAS NOTED: ' �-�/��G�i�( ��7I�fS �JL YJ �n.•�, C�M�IIC[c. Gc/�S Dom-/ �/71-- �-t��C /� �/�Du.� �D��i��2c--'•ciT .r.�SG�rc�io� ��.yri?/3��1� ,O/i�P� //,dam /a�i r�1.y.�� e f '7:S'�c.� �edlal .18 5 >7�DCc N L✓��Ti Li.�id .OG�M►�O V/bRd7416 A-C �r1•�/SO� /6�. IV 4kuhwl [,..1-5 , Zug a 4� -,o, /�i x it 7 1t;yw[cc- 4r 4,40 60 O 4* 01 Z)1 �Eg[c ,I�b��.9.��'d �D J4� ��yrc�d i..a �'o�.%e�c�- c✓ �d� ,Z)b COPIES TO �1 D 192' 0 D 1�q SIGNED General Testing Laboratories, Inc. DATE Z8-oo JOB Nib' 18970 3rd Ave. N.E., P.O. Box 1586 PROJECT Poulsbo, Washington 98370 P LOCATION (360) 779-9196 G'l /rC CONTRACTOR OWNER TO a u L31'e01 WEATHER / TEMP. oat AM 6D/ueY °at PM PRESENT AT 51ITE 1 THE FOLLOWING WAS NOTED: /+ / .GAS IiA-/4 t�G i� %— /.1•► L L/1 1^/ 2 •s� i f1l Yye T 1C�" IJ , J� l /�/1 17/YYl / i1.C/7 iP/�17G✓L ��fLO .gw 7�'Z q/'Jwo20 U T 7 9,9C i .2e<ILJ OS! 0-1eQ u r A4 /Y /A.1 C All&L L4,)P��S D� Z1 w d- V/�r��'TG� �YZ reXXDllyl7.a'//U�r ras l�,�Sa� �a� �X S,v,toi�a- " �F00�0r�� r l'�Sf 3 3•x3 4K All io f-4 c [,,),qws olye 'rY T�I �7(Jell 'F7 $iTd S%DrCS� COPIES TOD �OO �� SIGNED GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 GROUT TEST REPORT CLIENT BELFAIR CENTER LLC REPORT NO. 7 PROJECT BELFAIR PLAZA PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION JCITYICOUNTY MASON PERMIT NUMBER DATE GROUT SAMPLED 01/28/00 INSPECTOR JIM COMNICK GROUT CONTRACTOR HENDERSON MASONRY LOCATION OF GROUT PLACEMENT BLDG A, LINE A, 1 TO 3, LINE C, 1 TO 3, FINAL LIFT LOCATION SAMPLED LINE A NO. YARDS 5 1�z OF 5 1/2 TRUCK SAMPLED 63 TIME SAtV,PLED 3:30 PM PLACED MIX DATA INVOICE NO. 40059126 CEMENT 7 SK TYPE 1 &2 MAXIMUM SIZE AGGREGATE 3/8" ADDITIVES: NONE SAND 11,760 LB AGGREGATE 5,520 LB ASTM C231 -AIR CONTENT GROUT TEMPERATURE _ 56° WEATHER CLEAR AIR TEMPERATURE 44. OTHER REQUIRED DAY 2,000 PSI COMMENTS: 28 STRENGTH COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 SAMPLE LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 7 A 3 x 3 x 6 9 02/04/00 7 3470 7 g 02/25iO0 1 4730 7 C 02/25/00 28 1 4900 Date Samples Received in 01/29/00 Other Comments Laboratory r CERTIFIED BY: . DATE: Lab ratory Manag , neral Testing Laboratories Date Form Revised: 11/599 Quality Assurance for Northwest Construction (360) 779-9196 Toll Free(888) 898-8378 Fax(360) 779-4320 General Testing Laboratories, Inc. DATE 7NO.1 18970 3rd Ave. N.E., P.O. Box 1586 Poulsbo, Washington 98370 PROJECT ,,pp LOCATION (360) 779-9196 -// CONTRACTOR OWNER TO WEATHER TEMP. 0 at AM °at PM PRESENT AT 96TE f/ THE FOLLOWING WAS NOTED D�/.Yc�c�,c/T ,��.►./so�c�iu�c! �Mt.�,�c�d�z ,o��ro/ ��1.9r�s d-�` 7%z �S.ec% led( a P /�/dc� b° .41 S,5 -fin J- ► $f, L/.��' �, /4 -hO 4: 3 A7 o(- 1/ac- 40 17403 G,<U u 7 a/6�s //. /;14 C 3 J�3 {Sa 7��5t 1/i✓� �ST a��Sc//�S 41 COPIES TO TITUA SIGNED General Testing Laboratories, Inc. DATE J09 NO. 18970 3rd Ave. N.E., P.O. Box 1586 .2- Z3-oD 8— Poulsbo, Washington 98370 PROJECT LOCATION (360) 779-9196 +�J c�l-� CONTRACTOR OWNER TO "7 WEATHER TEMP. o at AM C/o uC °at PM PRESENT AT TE toM! 9 9 - J THE FOLLOWING WAS NOTED: 1 r!eA%4e0l �G� ,� � .! M C dMn/l C u/ S D.t/ $'1 re- 4e .I.N 04-mZ ggI LU '/c� S Yi.�[_� �.0 7''?9ti7'o�t /-�r�S �rs/rr� A�PE�S �d iL /-r7 d •�ltiS ��2 .,uc- 31, A Al 4// /; N-//D A J-t1 "/0 L PLC- "qtc Ile Ada 5 zn:�;4f.Z L �n a�6 MOT 'f�6'S T /�n�^1�-GL S d' a '�" S'T.��O!�G l,✓.Sa:�o�t. QT' mil E �c.Jo'�i/o' 3 Did All f .vr o/�� 's� 0'-I evil dd•�r, fA Anc- 96 �i ,,fife` ,�be Vd-, 00 0 c d t.-7ad o 14� 74 R Es,,t M 41/ 4 Le-czi-/asls ti- eea e,/ls ,9.z Id/ COPIES TO UA D F 0�� SIGNED GENERAL TESTING LABORATORIES, INC. 18970 Third Avenue NE, P.O. Box 1586, Poulsbo, WA 98370 CLIENT: �' CONTRACT#: DATE: PAGE / OF Z — 1 g,rz ��d �. P IZOJ ECT: �G�� /y„ PROJECT #: c�� REPORT #: CONTIACTOR: � � SUB-CONTRACTOR: IN-PLACE DENSITY METHOD: O ASTM D-1556 D-2292 MAXIMUM DENSITY Sandcone Nuclear TEST METHOD: - Rio LOCATION FIELD DENSITY O REQUIRED COMPACTION LAB CURVE NI P flA VALUES A LBS./CU. FT PERCENT C DFPTII MOISTURE T OR, R 1 NVIMBER FILE NATION WET DRY OPTINIUhI DRY WY O A WATER°.'o LBS-/CU Fr N 7.5 r34 . 3 q53 132.319 •1 4f J39,cl 5.4 •/ 95•3 6 .z.v i 1,7— .3 47-2- „ 4 8•Z 97. 1jr 16 1 95.0 ,r 13 �r •tf 1 /2 / l G, 2 1111?LD SU PE'IZVISOIZ: SOILS TECHNICIAN: u' GENERAL 1'LDS ] I NG LA B OR11 I O R I E S', JAI( . 18970 Third Avenue NE, P.O. Box 1586, Poulsho, WA 99370 CLIU,NT: _�� _ __..�dsE2'!� CON IN A I H: DATE: 1 - f ►I Z_ PROJECT: r�c=��A,� I�102,0- PRO.IECI' O: 9 9-Y l EP( ►It I il. CONTRACTOR: s SUB-CONTRACTOR: IN-PLACE DENSITY METHOD: O ASTM D-1556 D-2922 MAXIMUM DENSITY Sandcone Nuclear TEST METHOD: (' COI WA( I WN LOCATION FIELD DENSITY 0 REpnrRFM I,AI3 CURVE 'I r VALUES A LBS./Cl, . FT PERUENT c DEPTH MOISTURE r TEST OR I — ---- --------- - NIJNIBFR ELEVATION N\F r DR% 0I'1Ib1UNI DRY WI. 0 n cc /f 4d WATER 1.I1S.-cU rr N FIELD SUPERVISOR: SOILS '1'E('IINI('I,\N �� GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 MORTAR TEST REPORT CLIENT BELFAIR SHOPPINE CENTER LLC REPORT NO. 3 PROJECT BELFAIR SHOPPING CENTER PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION CITY/COUNTY MASON PERMITNUMBER 99_0553 DATE MORTAR SAMPLED 01/22/00 INSPECTOR BILL UGOLINI MORTAR SUPPLIER HENDERSON MASONRY LOCATION OF MORTAR PLACEMENT LINE A FROM 1 TO 3, 3 LIFT, COURSE 3&4 LOCATION SAMPLED SAME AS ABOVE MIX DATA CEMENT 1 SK TYPE 1 8 2 TIME SAMPLED 9:15 AM ADDITIVES SAND — LIME — MORTAR TEMP 480 WEATHER CLOUDY AIR TEMPERATURE 42' OTHER REQUIRED DAY COMMENTS: 28 STRENGTH 1800 PSI COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 SAMPLE LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 3 A 2 x 4 3.14 01/28/00 7 1450 3 B u02/18/00 28 2930 3 C 02/18/00 28 2920 Date Samples Received in 01/23/00 Other Comments Laboratory J CERTIFIED BY: DATE: vZL:LS/(7Cl Lab ratory Manager,-General Testing Laboratories Date Form Revised: 1115199 Quality Assurance for Northwest Construction (360) 779-9196 Toll Free(888) 898-8378 Fax(360) 779-4320 GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 MORTAR TEST REPORT N�1�t1~k CLIENT BELFAIR SHOPPINE CENTER LLC REPORT NO. 4 PROJECT BELFAIR SHOPPING CENTER PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION CITY/COUNTY MASON PERMITNUMBER 99 0553 DATE MORTAR SAMPLED 01/22/00 INSPECTOR BILL UGOLINI MORTAR SUPPLIER HENDERSON MASONRY LOCATION OF MORTAR PLACEMENT LINE A FROM 1 TO 3, 3 LIFT COURSE 3&4 LOCATION SAMPLED SAME AS ABOVE MIX DATA CEMENT 1 SK TYPE 1 &2 TIME SAMPLED 9:30 AM ADDITIVES RED OXIDE SAND 20 SHOVELS LIME 1/2 BAG MORTAR TEMP 48° WEATHER CLOUDY AIR TEMPERATURE 421 OTHER REQUIRED DAY COMMENTS: 28 STRENGTH 1800 PSI COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 SAMPLE LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 4 A 2 x 4 3.14 01/28/00 7 1960 4 B " 02/18/00 28 3690 4 C " 02/18/00 28 3740 Date Samples Received in 01/23/00 Other Comments Laboratory CERTIFIED BY: ILVDATE: oz La oratory Manage , General Testing Laboratories Date Form Revised: 11/5r99 Quality Assurance for Northwest Construction (360) 779-9196 Toll Free(888) 898-8378 Fax(360) 779-4320 GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 MORTAR TEST REPORT CLIENT BELFAIR SHOPPING CENTER LLC REPORT NO. 5 PROJECT BELFAIR SHOPPING CENTER PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION rITY1COUNTY MASON PERMIT NUMBER 99-0553 DATE MORTAR SAMPLED 01/26/00 INSPECTOR STEPHEN BLANEY MORTAR SUPPLIER HENDERSON MASONRY LOCATION OF MORTAR PLACEMENT BLDG B, LINE 3 @ A TO B, COURSE 1 —2 LOCATION SAMPLED SAME AS ABOVE MIX DATA CEMENT 1 SK TYPE 1 &2 TIME SAMPLED 3:30 AM ADDITIVES RED OXIDE SAND 20 SHOVELS LIME 1/2 BAG MORTAR TEMP WEATHER AIR TEMPERATURE CLOUDY 45° OTHER REQUIRED DAY COMMENTS: 28 STRENGTH 18� PSI COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 SAMPLE LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 5 A 2 x 4 3.14 02/02/00 7 1130 5 B " 02/23/00 28 2390 5 C " 02/23/00 28 2410 Date Samples Received in 01/27/00 Other Comments Laboratory CERTIFIED BY: DATE: Laboratory Manager, General Testing Laboratories Date Form Revised: 1115199 Quality Assurance for Northwest Construction (360) 779-9196 Toll Free(888) 898-8378 Fax(360) 779-4320 GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 GROUT TEST REPORT (WIGM 1 CLIENT gELFAIR CENTER LLC REPORT NO. 3 PROJECT gELFAIR PLAZA PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION C/TY/COUNTY MASON PERMIT NUMBER DATE GROUT SAMPLED 01/21/00 INSPECTOR JIM COMNICK GROUT CONTRACTOR HENDERSON MASONRY LOCATION OF GROUT PLACEMENT BLDG A, LINE A, 1 TO 3, LINE C, 1 TO 3, LINE 1,A TO C, LINE 3,A TO C,ALL SECOND LIFT LOCATION SAMPLED LINE C, 1 TO 3 NO. YARDS 9 OF 9 TRUCK SAMPLED 221 TIME SAMPLED t 2:30 PM PLACED MIX DATA INVOICE NO. 40058772 CEMENT 7 SK TYPE t 8 2 MAXIMUM SIZE AGGREGATE 3/8' ADDITIVES: SAND 9,080 LBS AGGREGATE 19,360 LBS ASTM C231 -AIR CONTENT GROUT TEMPERATURE — 60° WEATHER CLOUDY AIR TEMPERATURE 46- OTHER REQUIRED DAY COMMENTS: 28 STRENGTH 2,000 PSI COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 SAMPLE LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 3 A 3 x 3 x 6 9 01/28/00 7 3090 3 B 02/18/00 28 4020 3 C 02/18/00 28 4070 Date Samples Received in 01/22/00 Other Comments Laboratory CERTIFIED BY: DATE: Labo ry anager, eneral Testing Laboratories Date Form Revised: I I/S99 Quality Assurance for Northwest Construction (360) 779-9196 Toll Free(888) 898-8378 Fax(360) 779-4320 GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 p*lomh GROUT TEST REPORT CLIENT BELFAIR CENTER LLC REPORT NO. 4 PROJECT BELFAIR PLAZA PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION CITY/COUNTY MASON PERMITNUMBER DATE GROUT SAMPLED 01/24/00 INSPECTOR BOB ARNOLD GROUT CONTRACTOR KITSAP READY MIX LOCATION OF GROUT PLACEMENT 3 LIFT LOCATION SAMPLED NO. YARDS OF 7 TRUCK SAMPLED 1 TIME SAMPLED 1:45 PM PLACED MIX DATA INVOICE NO. 40058866 CEMENT 7.5 SK TYPE _ MAXIMUM SIZE AGGREGATE 3/8" ADDITIVES: 'SEE TICKET SAND AGGREGATE ASTM C231 -AIR CONTENT GROUT TEMPERATURE J4a WEATHER OVERCAST AIR TEMPERATURE OTHER REQUIRED DAY COMMENTS: 28 STRENGTH 2,000 PSI COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 SAMPLE LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 4 A 3 x 3 x 6 9 01/31/00 7 3000 4 B 02/21/00 28 3980 4 C 02/21/00 28 3880 Date Samples Received in 01/25/00 Other Comments Laboratory CERTIFIED BY: DATE: S l0 Laborato Manager, G eral Testing Laboratories Date Form Revised: 11/5r99 Quality Assurance for Northwest Construction (360) 779-9196 Toll Free(888) 898-8378 Fax(360) 779-4320 GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 *4-,)% GROUT TEST REPORT CLIENT BELFAIR CENTER LLC REPORT NO. 5 PROJECT BELFAIR PLAZA PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION CITY/COUNTY MASON PERM/TNUMBER DATE GROUT SAMPLED 01/26/00 INSPECTOR STEPHEN BLANEY GROUT CONTRACTOR KITSAP READY MIX LOCATION OF GROUT PLACEMENT BLDG B, GRID LINE J @ 6 TO 4, 6 @ J TO F, F @ 6 TO 5, 1sT LIFT LOCATION SAMPLED GRID 6 @ K NO. YARDS 3 OF 3 TRUCK SAMPLED 203 TIME SAMPLED 3:00 PM PLACED MIX DATA INVOICE NO. 40058972 CEMENT 7 SK TYPE t &2 MAXIMUM SIZE AGGREGATE 3/8" ADDITIVES: NONE SAND 3,000 LB AGGREGATE 6,560 LB ASTM C231 -AIR CONTENT GROUT TEMPERATURE _— 45' WEATHER CLOUDY AIR TEMPERATURE 45 0 OTHER REQUIRED DAY COMMENTS: 28 STRENGTH 2,000 Psi COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 SAMPLE LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 5 A 3 x.3 x 6 9 02/02/00 7 3870 5 B 02/23/00 28 5530 5 C 02/23/00 28 5400 Date Samples Received in 01127/00 Other Comments Laboratory CERTIFIED BY: DATE: Lab ratory Manage,General Testing Laboratories Date Form Revised: 1115199 Quality Assurance for Northwest Construction (360) 779-9196 Toll Free(888) 898-8378 Fax(360) 779-4320 GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 GROUT TEST REPORT Ooftft CLIENT gELFAIR CENTER LLC REPORT NO. 6 PROJECT gELFAIR PLAZA PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION CITY/COUNTY MASON PERMIT NUMBER DATE GROUT SAMPLED 01/27/00 INSPECTOR JIM COMNICK GROUT CONTRACTOR HENDERSON MASONRY LOCATION OF GROUT PLACEMENT BLDG A, LINE A, 1 TO 3, LINE C, 1 TO 3,LINE 1, A TO C, 8, LINE 3, A TO C LOCATION SAMPLED 5 LIFT NO. YARDS 9 OF 9 TRUCK SAMPLED 57 TIME SAMPLED 2:45 PM PLACED MIX DATA INVOICE NO. 40059040 CEMENT 7 SK TYPE 1 8 2 MAXIMUM SIZE AGGREGATE 3/8" ADDITIVES: NONE SAND 18,560 LB AGGREGATE 9,080 LB ASTAf C231 -AIR CONTENT GROUT TEMPERATURE WEATHER CLEAR AIR TEMPERATURE 48a OTHER REQUIRED DAY COMMENTS: 28 STRENGTH 2,000 PSI COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 SAMPLE LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 6 A 3 x 3 x 6 9 02/03/00 7 2530 6 B 02/24/00 28 3580 6 C 02/24/00 28 3670 Date Samples Received in 01/28/00 Other Comments Laboratory / CERTIFIED BY: 7 DATE:a(� I Oc7 Labo atory anage , General Testing Laboratories Date Form Revised., 1115199 Quality Assurance for Northwest Construction (360) 779-9196 Toll Free(888) 898-8378 Fax(360) 779-4320 GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 *G*A, CONCRETE TEST REPORT CLIENT gELFAIR CENTER LLC REPORT NO. 5 PROJECT BELFAIR PLAZA PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION CITYICOUNTY gELFAIR MASON PERMIT NUMBER 99 0554 DATE CONCRETE SAMPLED 01/22/00 INSPECTOR BILL UGOLINI CONCRETE SUPPLIER KITSAP READY MIX LOCATION OF CONCRETE PLACEMENT SLAB FROM J TO F, 4 TO C LOCATION SAMPLED J.3 TO J.5, 4 TO 6 NO. YARDS 14 OF 63` TRUCK SAMPLED 225 TIME SAMPLED 8.30 AM PLACED MIX DATA INVOICE NO. 20024031 CEMENT 5 '/2 SK TYPE 1 MAXIMUM SIZE AGGREGATE 3/. ADMIXTURES: C-340 AMOUNT 279 OZ(YD C-323 AMOUNT 67 OZ/YD AMOUNT OZ/YD ASTM C143—SLUMP 4" ASTM C231 -AIR CONTENT _ ASTM CI064-CONCRETE TEMPERATURE _ REQUIRED SLUMP 3 TO 5 REQUIRED AIR CONTENT NIA WEATHER CLOUDY AIR TEMPERATURE 42' OTHER REQUIRED DAY COMMENTS: 28 STRENGTH 3,000 PSI COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 CYLINDER LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 5 A 6 X 12 28.27 01/28/00 6 3690 5 B 02/18/00 28 5400 5 D " 02/18/00 28 5330 5 E " 02/18/00 28 5300 Date Cylinders Received in 01/24/00 Insulated Cure Box Used X yes Other Laboratory During Initial 24 Hrs. ❑ no Comments CERTIFIED BY: DATE: 4)(Q5 (U', Laboratory Manager, General Testing Laboratories Date Form Revised: 1115199 Quality Assurance for Northwest Construction (360) 779-9196 Toll Free(888) 898-8378 Fax(360) 779-4320 GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 PRISM TEST REPORT CLIENT BELFAIR SHOPPING CENTER LLC REPORT NO. 1 PROJECT BELFAIR PLAZA PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION JCITY/COUNTY MASON PERMIT NUMBER DATE GROUT SAMPLED 01/21/00 INSPECTOR JIM COMNICK GROUT SUPPLIER HENDERSON MASONRY LOCATION SAMPLED LINE C, 1 TO 3 MIX DATA INVOICE NO. CEMENT TYPE MAXIMUM SIZE AGGREGATE 5930 LBS 1 &2 3/8" ADMIXTURES: SAND 19,360 LBS AMOUNT OZ/YD AGGREGATE 9,080 LBS AMOUNT OZ/YD AMOUNT OZ/YD WEATHER: CLOUDY AIR TEMP: N/A OTHER REQUIRED DAY COMMENTS: 28 STRENGTH 2,OtN1 PSI COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 CYLINDER LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 1 A 8 x 8 x 12 57.4 01/28/00 7 2340 1 B " 02/18/00 28 3000 1 C 02/18/00 28 2970 Date Cylinders Received in 01/22/00 Other Laboratory Comments CERTIFIED BY: DATE: 02 Labo ry Manager, neral Testing Laboratories Date Form Revised: 1115199 Quality Assurance for Northwest Construction (360) 779-9196 To//Free(888) 898-8378 Fax(360) 779-4320 General Testing Laboratories, Inc. DATE I JOB NO. 18970 3rd Ave. N.E., P.O. Box 1586 15-DO t8 PROJECT Poulsbo, Washington 98370 aG'-/14/rC �3� LOCATION (360) 779-9196 r CONTRACTOR OWNER TO 2 U le WEATHER TEMP. o at AM rr, °at PM PRESENT AT/SITE N7 THE FOLLOWING WAS NOTED: ' /C[-,o L c11,111ck- 4w 5%,/'- '423� �5+ �JQcra f S%L Tl�2al. e-to 7 S,,, 16Uo /��S/ Lr2Uu t /�J/�L /.tI �° /mil N c.�l�l�s i,�s %el �,J/.•�a �dC.�r/U•�ls 41 �a 6 �,.aa/ L� !°f •L/uG� 3 %-60 /?12 L, �f. ��rz s 4t Gf Lr✓LUci7' L.J,.x a4e'e"71 4- V.,��2/�tc �'� �V��'r��Jf:�l�/ -//[�cc�C �C-STt�Y c�/HS ekZ :at .2.2A, tAzyffter 20OAV469, Z-- Ow-Sf 3 3 -�t 3 S'i�•�-�.a/�f -�� c��Ys- AdS � 3 X S� ~ �IOrL�,+,C Ss,+�►lJ�J 77j !C�=d.�c�G%�� T'Lt7�C/�.0�4�t"� Mc`�7 0?` �M (-/ ST �`S�r fps c✓i/l Lii�l a/ /A/ G'� ��! /C L•''�i�/Z .bZd OC%�J2 Fo� �tl �D l' .�/h�lCo/ /� �G�M�Cc" L✓�� l� COPIES TO RUNT MV SIGNED General Testing Laboratories, Inc. DATA O O J08 NO. 18970 3rd Ave. N.E., P.O. Box 1586 PROJfE Poulsbo, Washington 98370 ELFi� L,4 LOCATI9UL-, (360) 779-9196 x5z=-�fr/ ,-- CONTRACTOR OWNER To &l 4b WEATHER TEMP. — Oat . A C L e,,�+-/—,,- 0at M PRESENT AT SITE THE FOLLOWING WAS NOTED: ' ��/7Z ��— aC1 �i ,CeDv 7— rLr' r�CrJ�— T t/S/�G�'Tl o,� P-d� �� o` `77 SK Z000 PC ZzL) !J LD 7-F F G �:I�I, L.✓1 7—.4 pC L l�clE r✓r✓F r/D V/i--✓ a FD;e -- ^J ref) L, sir'47- 00,",/S 7 wry s T rc �c-La1,j /�J Z s� [�c y c L-� li.jA I!! SCNEz)uL � rOao-, G 'oo ' WI Au l.JIQ S 6ez-,4L/&- UNTI[— COPIES TO 9 TD R&1T SIGNED S7447 General Testing Laboratories, Inc. DATE J08 NO. 18970 3rd Ave. N.E., P.O. Box 1586 PROJECT Poulsbo, Washington 98370j�, LOCATION (360) 779-9196 / CONTRACTOR OWNER WEATHER TEMP. AM ale- PRESENT SITE THE FOLLOWING WAS NOTED/��,y/r /�(� o57.y�.��r—�� // STs. /,r COPIES TO IGNED GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 GROUT TEST REPORT CLIENT BELFAIR CENTER LLC REPORT NO. 2 PROJECT BELFAIR PLAZA PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION CITY/COUNTY MASON PERMIT NUMBER DATE GROUT SAMPLED 01/17/00 INSPECTOR JIM COMNICK GROUT CONTRACTOR HENDERSON MASONRY LOCATION OF GROUT PLACEMENT BUILDING A&B LOCATION SAMPLED FIRST LIFT NO. YARDS 9 OF 9 TRUCK SAMPLED 212 TIME SAMPLED 2.30 PM PLACED MIX DATA INVOICE NO. 20023916 CEMENT 7 SK TYPE 1 &2 MAXIMUM SIZE AGGREGATE 3/8, ADDITIVES: SAND 19460 LBS AGGREGATE 9000 LBS ASTMC231 -AIR CONTENT NIA GROUT TEMPERATURE WEATHER AIR TEMPERATURE CLEAR 48° OTHER REQUIRED DAY COMMENTS: 28 STRENGTH 2,000 PSI COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 SAMPLE LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 2 A 3 x 3 x 6 9 01,24/00 7 4200 2 B 02/14/00 28 6180 2 C 02/14/00 28 6020 Date Samples Received in 01/18/00 Other Comments Laboratory -/�CERTIFIED BY: 2 e� DATE: a 1 Lab story Manage , eneral Testing Laboratories Date Form Revised., 1115199 Quality Assurance for Northwest Construction (360) 779-9196 Toll Free(888) 898-8378 Fax(360) 779-4320 GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 MORTAR TEST REPORT CLIENT BELFAIR SHOPPINE CENTER LLC REPORT NO. 2 PROJECT BELFAIR SHOPPING CENTER PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION CITY/COUNTY MASON PERMIT NUMBER 99-0553 DATE MORTAR SAMPLED 01/17/00 INSPECTOR JIM COMNICK MORTAR SUPPLIER HENDERSON MASONRY LOCATION OF MORTAR PLACEMENT PIELASTERS ON LINES 1 &4 LOCATION SAMPLED COURSE 6 MIX DATA CEMENT PRE-MIX TYPE •s• TIME SAMPLED ADDITIVES SAND — LIME — MORTAR TEMP WEATHER AIR TEMPERATURE OTHER REQUIRED DAY COMMENTS: 28 STRENGTH 1800 PSI COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 SAMPLE LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 2 A 2 X 4" 9" 01/24/00 7 1510 2 B 02/14/00 28 2130 2 C " u02/14/00 28 2160 Date Samples Received in 01/18/00 Other Comments Laboratory CERTIFIED BY: DATE: r� Lab ratory Manage , eral Testing Laboratories Date Form Revised: 111&99 Quality Assurance for Northwest Construction (360) 779-9196 Toll Free(888) 898-8378 Fax(360) 779-4320 General Testing Laboratories, Inc. DATE TDB ND. qr 18970 3rd Ave. N.E., P.O. Box 1586 PROJECT -�� a- 9 S Poulsbo, Washington 98370 LOCATION (360) 779-9196 &- //c CONTRACTOR OWNER TO C)L�f Vial✓l �7AoD.�/�c C Lr/V Gr� ,2 v WEATHER TEMP. o at AM °at PM PRESENT AT SITE Q THE FOLLOWING WAS NOTED: �c'•�c�2�� 'S�l,vS ,�C-:a �,� �oM��/C�� cJ�S r��i 5•�r' Z e /f Cy0 of ��c�Cc ANT E i54 rc�/a.'y /�/I/�Sa.c//; i l ,crt c �� '�^crY /-1ra� 7 %- .///hdS a f 7 /v) k i•,/ /-�// ��/ �{rz�i� o.../ s- - �� /9��-� w, N/1!71z". kw -41Z lb"SrJ/d i/ ,M, _ T�,Iua; cc' 4- 4-rJ059A3� t C,-5 W�L �G�STr•yu lGST lelrZ CfZ6 d,// rell n) I ti/ of ;' 0,9 ij, Pi /�/Ic'c/ J l�c� ��f��C�' •c( �O/�n .�-, LJ Z:OPIES TO J SIGNED General, Testing Laboratories, Inc. DATE JOB NO. f Z * 18970 3rd Ave. N.E., P.O. Box 1586 PROD T Poulsbo, Washington 98370 t ELFttI iL � LOCATPbL, (360) 779-9196 L dsZ t4'/K CON'TOR OWNER To C°��✓�vL. Z �� l� WEATHER TEMP. °at AM v oat3-OU M PRESENT AT SITE THE FOLLOWING WAS NOTED: > ✓ ��`7��- J /-��G iJ -� � .E Ll D/✓ S1 TLC �t�!C r✓Cr��T//V/� f�Nd� �.��c�T rf��vn��.✓� �wsi=�Torte. ��-{� ✓zD�V7— d L�iu/r S/(�EW��—!2 A/� ��- �LCr i�S f�LSsLL _ 0 'dt I` 'e-o DZ VD S d `7 �.Q�K "ZO o U r'S l t'o L S IA) 7.�6-17L, 4T 1-r.1t:) �� j�LD�-, tom') .�-r l-„er L1N� L4 ,fin 1�� /�✓� C� za Ltl n4* o4 / lrl I--- )YY/� .�rJ►> (�l Y7� F�T !� J 0L 1 ✓1 T r z iL C_ � n r.✓ I%J Z h J��t� � C COPIES TO OO �� SIGNED GENERAL TESTING LABORATORIES, INC. 18970 Third Avenue NE P.O. Box 1586, Poulsbo, WA 98370 CLIENT: L-I)EL,4j4 11�- C i r� L g2 CONTRACT#: DATE: 2 I� PAGE_ _OF PROJECT: �� F,g i �t�c,4 z,� PROJECT# REPORT#: CONTRACTOR: /rzD C'©��sT- SUB-CONTRACTOR: IN PLACE DENSITY METHOD: ( ) ASTM D-1556 (4) D-2922 MAXIMUM DENSITY SANDCONE NUCLEAR TEST METHOD: STr� �S5'7 FIELD DENSITY LAB CURVE TEST DEPTH LOCATION VALUES NUMBER OR LBS./CU.FT COMPACTION ELEVATION WET / DRY PERCENT OPTIMUM DRY WT. PERCENT MOISTURE WATER% LBS/CU.FF COMPACTION REQUIRED C /� % �f�. /7 . 3 s /30. z 96. E. �fCK -� J Z• Z7. �Z v 5'7 FIELD SUPERVISOR: SOILS TECHNICIAN: General Testing Laboratories, Inc. DATE 1011 NO. 18970 3rd Ave. N.E., P.O. Box 1586 PROJECT !"o0 9! Poulsbo, Washington 98370 L i rL L LOCATION (360) 779-9196 'l CONTRACTOR OWNER TO ff 14 j� 6 1 WEATHER TEMP. o at AM Clwc °at PM PRESENT AT SITE 7 9- asp THE FOLLOWING WAS NOTED: C�-�iV L'✓L�/ S Y/�(t, /� �{� J ��Id�/��/7 �.t 5/�tY7"/bM ! i9.y'�✓'/3Gt'd�2 O�1C['/� /�/2� � �/�/�OS /J l� 7 .Si4C� aU(JO as r If-.2oLA. ,.� ,SC , til i" Awl &A ,,019.115 ,,�. �� Ic—1/i/ a 614, �i�tc� ,3�4, 5�-a C' -' �/�o l3 L.�lr 3, k fo 6 A,c 3 5 +n A .3 R o L, �� -- G,,�o- .� 3 /-1U l�riZtlL.. 1i0-5 L'�'0Ce-& u/ 1 —Cs 3 3 i( 3" �'9.c,i,�/FS �Z �N'sT�N�. 'sf �'Su/, e./,// moo!/o�cJ -'29 D9NS COPIES TO TERM D MOO MY SIGNED r� GENERAL TESTING LABORA TORIES, INC. 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 GROUT TEST REPORT CLIENT BELFAIR CENTER LLC REPORT NO. 1 PROJECT BELFAIR PLAZA PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION CITY/COUNTY MASON PERMIT NUMBER DATE GROUT SAMPLED 01/11/00 INSPECTOR BILL UGOLINI GROUT CONTRACTOR HENDERSON MASONRY LOCATION OF GROUT PLACEMENT LINE"C'FROM 1 TO 3 LOCATION SAINPLED SAME AS ABOVE NO. YARDS 2 OF 4 TRUCK SAMPLED 108 TIME SAMPLED 3:15 PM PLACED MIX DATA INVOICE NO. 20023855 CEMENT 7 SK TYPE 1 MAXIMUM SIZE AGGREGATE 3/8" ADDITIVES: C-200 SAND 8600 LBS C-210 AGGREGATE 4140 LBS ASTM C231 -AIR CONTENT N/A GROUT TEMPERATURE 65 0 WEATHER SNOW/RAIN AIR TEMPERATURE 35 0 OTHER REQUIRED DAY COMMENTS: 28 STRENGTH 2,000 PSI COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 SAMPLE LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 1 A 3 x 3 x F 9 01/18/00 7 1960 1 B 02/08/00 28 4690 1 C 02/08/00 28 4520 Date Samples Received in 01/12/00 Other Comments Laboratory CERTIFIED BY: DATE: La oratory anager, General Testing Laboratories Date Form Revised: 11/5/99 Quality Assurance for Northwest Construction (360) 779-9196 Toll Free(888) 898-8378 Fax(360) 779-4320 GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 MORTAR TEST REPORT CLIENT BELFAIR SHOPPINE CENTER LLC REPORT NO. 1 PROJECT BELFAIR SHOPPING CENTER PROJECT NO. 89184 CONTRACTOR BIRD CONSTRUCTION CITY/COUNTY MASON PERMIT NUMBER 99-0553 DATE MORTAR SAMPLED 01/07/00 INSPECTOR BILL UGOLINI MORTAR SUPPLIER HENDERSON MASONRY LOCATION OF MORTAR PLACEMENT LINE J, FROM 5 TO 6, FIRST LIFT,BUILDING B LOCATION SAMPLED SAME AS ABOVE MIX DATA CEMENT BAGGED DESIGN MIX TYPE _ TIME SAMPLED 10:30am BY TARGET ADDITIVES COLOR SAND — LIME — MORTAR TEMP 65° WEATHER CLOUDY AIR TEMPERATURE 47' OTHER REQUIRED 28 DAY 1g00 PSI COMMENTS: STRENGTH COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 SAMPLE LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 1 A 2 X 4' 9" 01/14/00 7 1130 1 B " 02/04/00 28 2800 1 C " T 02,104/00 28 2790 Date Samples Received in 01/08/00 Other Comments Laboratory CERTIFIED BY: DATE: Lab ratory Manager,General Testing Laboratories Date Form Revised: 1115199 Quality Assurance for Northwest Construction (360) 779-9196 Toll Free(888) 898-8378 Fax(360) 779-4320 GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 CONCRETE TEST REPORT CLIENT BELFAIR CENTER LLC REPORT NO. 4 PROJECT BELFAIR PLAZA PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION CITY/COUNTY BELFAIR/MASON PERMIT NUMBER 9M554 DATE CONCRETE SAMPLED 01/07/00 INSPECTOR BILL UGOLINI CONCRETE SUPPLIER KITSAP READY MIX LOCATION OF CONCRETE PLACEMENT — LOCATION SAMPLED NO. YARDS 13 OF 22 TRUCK SAMPLED 221 TIME SAMPLED 8:45 AM PLACED MIX DATA INVOICE NO. 40038279 CEMENT 5 TYPE MAXIMUM SIZE AGGREGATE ADMIXTURES: C-340 AMOUNT 252 OZ/YD C-350 AMOUNT 45 OZ(YD AMOUNT OZ/YD ASTM C143-SLUMP 3 W ASTM C231 -AIR CONTENT 5 9% ASTM C1064- CONCRETE TEMPERATURE 61 ° REQUIRED SLUMP REQUIRED AIR CONTENT WEATHER AIR TEMPERATURE — 6.0% CLOUDY 67° OTHER REQUIRED DAY COMMENTS: 'NO WATER ADDED 28 STRENGTH 2500 PSI COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 CYLINDER LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 4 A 6 X 12 28.27 01/14/00 7 3600 4 B 02/04/00 28 4580 4 D "_ 02/04/00 28 _4450 4 E 02/04/00 28 4490 Date Cylinders Received in 01/08/00 Insulated Cure Box Used X yes Other Laborato During Initial 24 Hrs. no Comments CERTIFIED BY: DATE: 42AY LO Lab ra ory anage , eral Testing Laboratories Date Form Revised: 1115199 Quality Assurance for Northwest Construction (360) 779-9196 Toll Free(888) 898-8378 Fax(360) 779-4320 General Testing Laboratories, Inc• DATE J09 NO. 18970 3rd Ave. N.E., P.O. Box 1586 PROJECT �'a Poulsbo, Washington 98370 0 LOCATION (360) 779-9196 CONTRACTOR OWNER TO WEATHER TEMP. O at AM " Oat PM PRESENT AT ITE THE FOLLOWING WAS NOTED: /I CLi�IE/"�llL /L-�cSTi�/4 1�{0 J//yl CCliy/N/C'I< �cfl1} ��i S. 7`i� ,�•2 // Cr'U�cJ1" 1 / i /L�CL%�1Cti ��/S Or"4r/Licf. �iy2/1C�c Z ��1fcC�' `L _cfN/�/S O 7 SNU� �11D� r i ( (`/0[)cL/ MIX ,•U t t)A//s e 6'Z&/Z 1 fc/G. zl e G, ,1 Li,'i c' != G Li/��' �1 �5, y- 1 �' �F irk G ,�s// ;t.v o /H 4 V/l Z7/zc� 3 3 X3 -�zS ..�� cS«�1s L,/,(/ 4/1eletJ 1— L�IJlJ�2 ul "�2CLN /N /,J 7—,l S,.2L''C-> - COPIES TO � D SIGNED General Testing Laboratories, Inc. DATE JOB NO. 18970 3rd Ave. N.E., P.O. Box 1586 PROJECT / / Poulsbo, Washington 98370 G ✓1 YA LOCATION (360) 779-9196 t3 c rr CONTRACTOR OWNER TO r /C ]LL r�IIZ Sh[ 42, /G WEATHER TEMP. o at AM /e 1 °at PM PRESENT AATE THE FOLLOWING WAS NOTED: ( / -7C S'f/.UC1 /CC jS /J ,s/�L 4/1' //lLGitNJGM� Ln/ �rCr/UA-/. /i).cJ7r?/JG7p2 O/�dGtY Ad91�e Ch!/'1[f�S G r /L SiI�C .v If 1Z c_7 c' Nl I x / �./ O-/ii�i rC $�.1I7 /' 1S/d7 ,1�+'to/�► L..I.i�' 3, F Tc 1,, 4- L/crL' l 13 4v f-- 4 Cy,-1 6/4 A f-j lfh /4- ;p"I,r^ T!Z IC/C 4- J, A d X 0 r /1 G/F)/I o2/120'r cl -e' �I�/Lr l-IZOM /� �D / �( rONI��rF,�I�c uJi i i17 OcOS /{l I S &Z,' g �F13 V(b+?A�C�(Y �rf'�C L`cici�i!/u /ai�• L d•c%C,:LyT['" (.J yS O/LILY! 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Box 1586 PROJEC Poulsbo, Washington 98370GT�igr2 A 2 LOCATI j� (360) 779-9196 '"�'��r CONTRACTOR OWNER To /EeT-Fi4//2 �, 16 �Pi.VC� l3 r<e b WEATHER TEMP.// U at A L'LOUi�y T� °at 3:.�D M PRES T AT SITE 699—bSS THE FOLLOWING WAS NOTED: �/�o�t- j�c�t d�vic�— i,J c��-� LvcJ �� cvv r� f��•gec .4/'P,to,� Cr 7 ,a Zaoo -Ps( 47,e-ou-r- mix d.✓ l�c-l�G, d� .4r- 6;„erL Z-.,,06-s S 7-e T /14e- A.Rov w, T- 4 6 -L/AJr I �rrrP A.✓� ur�,E�a-rc� _ �,crs� el r-SA P Dot x r3) 3x 3� y55tq�vr"c�, LJ � aA S T 7i:�ST/s/C-, ✓2cJ�K ;2f-- 2o3 /N r/ 4t'�- — 4l�,S-9g7 Z -514 cK ro rx — 7 I Z X q M C��Tl�K �A pK PLUS l.✓��C� wit ST �yX- -Tb �1 S C'�-u !i_. - 4T 4S�' u LEI ke/1 4-L `oLG�ow t n/ Z� l�i4�f S COPIES TO �M� D IF0MU SIGNED stin General 189700 3ed AveN E P.O. Box1586Laboratories, Inc. DATE 586I -�7-OQ JOB�- IFIF4 Poulsbo, Washington 98370 PROJECT LOCATION (360) 779-9196 CONTRACTOR OWNER ro WEATHER TEMP. oat AM Ole,I/t dl °at 0 PM PRESENT AT SITE 1 THE FOLLOWING WAS NOTED: DD �Ln/G/1 i1� /G 5'f'i,v ti KC!' . i►-� �vn�wlc� it l,cl� / ,,Si�c' -fir+ H n.c D/t�C/i✓IL-:<! S�►.G G T�'0^f. �i�[!7/' f 7 ��i�� i 9_� AR S d 7 5��C tC �aao 125i Ceo,z ",.o115 6; Zj Z �03 4, c 4' Zimc- 30 A -f 1,��s' �A>c'c/ .F ylbr[ld I�� tin/Sa// d•� //�'�!c/C �� ST` cY G.Jl1S ��c d i v S? LIVI/Olfi" Jf- 446 59040 , �rLS r .3 X 3 �,SNrlolcs �� [�S7;�i ti �S7' �C�cr�1s Lcl./� ��1 c✓ f�I .2� 17.d�iS. All_�i I512 t�t/BS 1�/NCO' Jam! �ili+��/A•NCO" GtJ�`ii �h �'i7c' S�r"c�S .• �// /tic/G:o� :,�.0 3 �r�ou� d— d� .sia•c�it`r S' .,�n�rs l=�.S� /�� - .� -f- 2i1SOoti�-d 74 [-4-, COPIES TO ITEM �� 00MIT J SIGNED General Testing Laboratories, Inc. DATE JOB NO. 18970 3rd Ave. N.E., P.O. Box 1586 �� 8— / PROJECT Poulsbo, Washington 98370 I LOCATION (360) 779-9196 13C1,9/K j CONTRACTOR OWNER TO {Z �t sL G A/•c �d I L �.c! tiC c WEATHER TEMP. Oat AM Oat PM PRESENT AT SITE THE FOLLOWING WAS NOTED: ' /Ml L I)NI N I CK' i;j a I"L/ 51,7't' /f 2 !��(:!'n�..,l G�/,2C6'/•-'�C/-// lh/�Pc'"C I>dN% ("/'!1 ct r i/fJ.� �"�Jc iCN �r.�r�. � ,3 (1 [ ytif'f ,0 C it,, 7 Sd,-.4. :1 L1 L1LI PSI -I-cl 3 - LI � �.'o�t� a//JS 4 L// /G/ 3 17,yV,0I e-c- ( r (�i s� �3 3 5,60�1 Ad/ldI- /M � ��✓S 1 /J/ sk COPIES TO / SIGNED J GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 CONCRETE TEST REPORT CLIENT BELFAIR CENTER LLC REPORT NO. 3 PROJECT BELFAIR PLAZA PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION CITY/COUNTY KITSAP PERMIT NUMBER 99-0554 DATE CONCRETE SAMPLED 01/03/00 INSPECTOR BILL UGOLINI CONCRETE SUPPLIER KITSAP READY MIX LOCATION OF CONCRETE PLACEMENT STEM WALLS LOCATION SAMPLED — NO. YARDS 13 OF 27 TRUCK SAMPLED 217 TIME SAMPLED 9:45 AM PLACED MIX DATA INVOICE NO. 40058118 CEMENT 5 TYPE 1 MAXIMUM SIZE AGGREGATE ADMIXTURES: C-340 AMOUNT 252 OZ/YD C-350 AMOUNT 5 07IYD AMOUNT OZ/YD ASTM C143—SLUMP 5 ASTM C231 -AIR CONTENT 6.0 ASTM C1064- CONCRETE TEMPERATURE 60' REQUIRED SLUMP 2_4, REQUIRED AIR CONTENT 4 TO 6% WEATHER RAIN AIR TEMPERATURE 60 OTHER REQUIRED 28 DAY 2500 PSI COMMENTS: STRENGTH COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 CYLINDER LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 3 A 6 X 12 28.27 01/06/00 3 2120 3 B " 01/10/00 7 3160 3 C " " 01/31/00 28 3810 3 u 01/31/00 2�? 3900 Date Cylinders Received in 01/04100 Insulated Cure Box Used X yes Other Laboratory During Initial 24 Hrs. I ❑ no I Comments CERTIFIED BY: DATE: L Lab o Manager, eneral Testing Laboratories / Date Fenn Revised: 11/5i99 Quality Assurance for Northwest Construction (360) 779-9196 To//Free(888) 898-8378 Fax(360) 779-4320 General Testing Laboratories, Inc. DATE JOB NO. 18970 3rd Ave. N.E., P.O. Box 1586 PROJECT Poulsbo, Washington 98370 i LOCATION (360) 779-9196 j3el4rt /J/J 1 CONTRACTOR OWNER TO 8L/FIle Sh a�G�I�I�i �c��i�r72 L, CC I/,-c✓ WEATHER TEMP. O at AM �� ud °at PM PRESENT AT SITLI THE FOLLOWING WAS NOTED: > L'sf "ic/�l I C'S7l.crc� �t,9 _ T.,v� La,vr.c;�c(C' r,Jras lJN s,7r fG�' •4 LO �'2e�t>t y� c��:L�l �,u ��c�io�% C,ut'/'�c�cr t v"�.gcc�� 4�� c/.9/•�3 0>L 7 LSac eZ o t� �S i Crea�: .c%/.x .v ciJ�/� o �i�G /� L.•�i<� /�. c, c, L, AI- lj/.se gi /l u1 j>L( �2e��>� 41 r' u c-/c T �s f'�d �.��t� _ _ ��.fb Nl i x zr-�29 z, nft1O r c e- ;7—40059 7 7 Z. ,,��5 T �'3 �,'�C i ' �S yea u l� �.�,..''/a' cf- 3 8�C S -" /'/��s•��L s ��C �zI-.r�-o� A/l iyl.A-kel Alr &Jlrkre' e-d✓eXZ-1 4 )4 1;5;Ltd de L�9 COPIES TO SIGNED O.JOB N General Testing Laboratories, Inc. DATE �¢ 18970 3rd Ave. N.E., P.O. Box 1586 PROJECT Poulsbo, Washington 98370 l-/--/I LOCATION (360) 779-9196 46�/,/`-/4 /�- '�R n �+/ CONTRACTOR p OWNER TO (5,r/..)C7 f!� y /�0��/�t�C l L L ('. l� P WEATHER TEMP. o at `7 Z G- at PRESENT AT SITE THE FOLLOWING WAS NOTED: > �T� rZ �� SF>�71q Tiy �iL�. GlG 0,4 //c, .� e/ `Z, 4) 0AJ i T i� �=-D f3 t /� 5.��cT �T 7:2 t i /"- 'mac J c�.�' � `'�/� �r��r '.� W c.0 /G/N lcS A/1 A-( C Iee(� ��✓y�' T'�,-JT 4`� Jam'<- C1 vvl i0ei) 12 / f- % -f CV Z-b (ri9rj 7-- ,YI'1l X A 357 Y G C ✓�iPi�J�/0/ti) t/U ILL- rC) /-k OTC �z8 DAYS COPIES TO u� MZ OR& SIGNED General Testing Laboratories, Inc. DATE 18970 3rd Ave. N.E., P.O. Box 1586 PR Poulsbo, Washington 98370 I l LOC TI (360) 779-9196 a� ,.,L CO OWNER / / TO Q 1 fV r� W EATHE TEMP. oat J AM elA °at < �7SM PRE SIT 3ELP7 s ' THE FOLLOWING WAS NOTED: f -L L- e-� Ate .J0C D/ ,e g SU ',�I/-J� COPIES TO L�J D C, ��0�� SIGNED GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 CONCRETE TEST REPORT CLIENT BELFAIR CENTER LLC REPORT NO. 2 PROJECT BELFAIR PLAZA PROJECT NO. B9184 CONTRACTOR BIRD CONSTRUCTION I CITY/COUNTY KITSAP PERMIT NUMBER 99-0554 DATE CONCRETE SAMPLED 12/23/99 INSPECTOR RAY MELTON CONCRETE SUPPLIER KITSAP READY MIX LOCATION OF CONCRETE PLACEMENT STEM WALLS-5 TO 6 ON J, J TO E ON 6, FOOTINGS ON 3 FROM E TO A, ON A 3 TO 2, &CORNER SPREAD ON 1 &A LOCATION SAMPLED CENTER OF LOAD AT J &6-STEM WALL NO. YARDS 8 OF 40 TRUCK SAMPLED 224 TIME SAMPLED 11:15AM PLACED MIX DATA INVOICE NO. 40057933 CEMENT 5 TYPE 1 8 2 MAXIMUM SIZE AGGREGATE 7/8" ADMIXTURES: C-340 AMOUNT 28 OZ/YD C-350 AMOUNT 9 OZJYD AMOUNT OIJYD ASTM C143-SLUMP 4 ASTM C231 -AIR CONTENT 4 9 ASTM C1064- CONCRETE TEMPERATURE 60 REQUIRED SLUMP 3 TO 1 REQUIRED AIR CONTENT 4 TO 6 WEATHER OVERCAST AIR TEMPERATURE 48 OTHER REQUIRED 28 DAY 3,000 PSI COMMENTS: STRENGTH COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 CYLINDER LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 2 A 6 X 12 28.27 _ 12/30/99 7 3520 2 — B ' 01/20i 00 28 3830 2 C ° 01/20/00 28 3880 2 D 01/20/00 28 4010 Date Cylinders Received in 12/24/99 Insulated Cure Box Used X yes Other Laborato Durinq InitAl 24 Hrs. I ❑ no Comments CERTIFIED BY: tit.�f k� DATE: 7 rory Manager,General Testing Laboratories Date Form Revised., 11/5/99 Quality Assurance for Northwest Construction (360) 779-9196 Toll Free(888) 898-8378 Fax(360) 779-4320 General Testing Laboratories, Inc. DATE JOB NO. 18970 3rd Ave. N.E., P.O. Box 1586 /-/9- ?oulsbo, Washington 98370 PROJECT//J se LOCATION (360) 779-9196 K �/ / CONTRACTOR OWNER TO '/ e csfi WEATHER TEMP. o at AM 2 °at PM PRESENT AT SITE 1 THE FOLLOWING WAS NOTED: y� �:/ / r �r"f'' ``ii�l �'M/�/0G� c✓.�5 /)A% .TL �t 1�4! �Gcr J r3 `dam %( e e-1 - COPIES TO J UA D ;�Z2)00T SIGNED �Z-- L 6:24 (fLIVLKAL I LSIIIV(j LABUKAI b ILS, EVC'. 18970 Third Avenue NE, P.O. Box 1586, Poulsbo, WA 98370 ' CLIENT: „s ?��c,z LCC CONTRACT#: DATE: PAGE OF PROJECT: a�� PROJECT #: �/8� REPORT #: CONTRACTOR: SUB-CONTRACTOR: IN-PLACE DENSITY METHOD: O ASTM D-1556 D-2292 MAXIMUM DENSITY Sandcone Nuclear TEST METHOD: Rio LOCATION FIELD DENSITY C CREUIREON O REQQUIRED LAB CURVE NI P VALUES A LBS./CU. FT PERCENT C Ill:l''I'll MOISTURE T 11 FST OR 1 WET DRY OPTIMUM DRY WT. O WATER% LBS./CU Fr N 23 13,5�9 F3.0 '3 o.z G.6 9 >< o 9.7 .S v•L .g 9 zl^fe 6 4 ald-4 9-3 Y -L3-,-).Z- Q71 .95- 14,I1"_LD SIIPEIZVISOIt: SOILS TECIINICIAN: General Testing Laboratories, Inc. DATE JOB 2z 18970 3rd Ave. N.E., P.O. Box 1586 PROJECT Poulsbo, Washington 98370 e �' f- LOCATION (360) 779-9196 &"'Q > n CONTRACTOR OWNER TO v r WEA HER TEMP. Oat AM N -.at M PRESENT AT SITE THE FOLLOWING WAS NOTED: > 6r)-- 9 IA-) 3 A4�: ;7�� Aeew�- T TD G y �/L7 C/��1��x�-� iC//12 zz ,o 7 - `— � 6 AU7- 7jr..5n 1� GAOL i J Gu,6AF.5 c/2,s� 7— COPIES TO t SIGNED General Testing Laboratories, Inc. DATE JOB NO, 18970 3rd Ave. N.E., P.O. Box 1586 /-/7-co Poulsbo, Washington 98370 PROJECT n LOCATION-Y (360) 779-9196 /41 / CONTRACTOR OWNER TO �I NC Sh �Z WEATHER TEMP. 4 Oat AM K °at Z'00 PM PRESENT AT SITE THE FOLLOWING WAS NOTED: /JI ' I M4 L&O'JZ l A4 r u� �,�J�S DN S/�c�' A-2 A tgw&cri D/GLENIG�af �..ISDCrGT�a� . L' K1�2NGY'i3Z ,�/� � /40,-2 t.,,4jwk ''1 7 SAGO, �o PS! C2Qu M 4/elG .4 4 A / 1. L - C i 4-a 3> tz —l��d�t� �,2 S f L� �'f pt L��S��s a•� L�•�/�— * µ d�' d/L S ✓65 1� i� =20 t t �e//1CG�q/ I J,Y'L� /� L��/L' ti[d C.asi 3 Se� /�/d�z�`�l�e �SaT�ds �ti•t -�.i cY � s �i�lN •��cf,�.71 ti/1s /It , S de- is sz1 !g 42L-c S. COPIES TO D �0lau SIGNED GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVE NE, P.O. BOX 1586, POULSBO, WA 98370 CONCRETE TEST REPORT CLIENT BELFAIR CENTER LLC REPORT NO. 1 PROJECT BELFAIR PLAZA PROJECT NO. B9184 CONTRACTOR CITY/COUNTY PERMIT NUMBER BIRD CONSTRUCTION KITSAP 99-0554 DATE CONCRETE SAMPLED 12/17/99 INSPECTOR BILL UGOLINI CONCRETE SUPPLIER KITSAP READY MIX LOCATION OF CONCRETE PLACEMENT PIER PADS ALONG LINE 1 AND 4 LOCATION SAMPLED LINE 1 -C TO D NO. YARDS 4 OF 18 TRUCK SAMPLED 217 TIME SAMPLED 12:30 PM PLACED MIX DATA INVOICE NO. 40037721 CEMENT 5 TYPE 1 MAXIMUM SIZE AGGREGATE 3/" ADMIXTURES: C-340 AMOUNT 252 OZ(YD C-350 AMOUNT 45 OZ/YD AMOUNT OTJYD ASTM C143-SLUMP 3 ASTM C231-AIR CONTENT 5.5 ASTM C1064-CONCRETE TEMPERATURE 63 REQUIRED SLUMP 3 TO 5 REQUIRED AIR CONTENT 4 TO 6 WEATHER RAIN 7 AIR TEMPERATURE 50 OTHER REQUIRED 28 DAY 2500 PSI COMMENTS: I STRENGTH COMPRESSIVE STRENGTH TEST RESULTS - ASTM C39 CYLINDER LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED DAYS PSI 1 A 3 X 12 28.27 12/23/99 7 3880 1 B • _ 01/14/00 28 4580 1 C " 01/14/00 28 4510 1 D 01/14/00 28 4610 Date Cylinders Received in 12/18/99 Insulated Cure Box Used X yes Other Laboratory During Initial 24 Hrs. ❑ no I Comments CERTIFIED BY: DATE: Labo tory Manager,General Testing Laboratories Date Form Revised: 1115199 Quality Assurance for Northwest Construction (360) 779-9196 Toll Free(888) 898-8378 Fax(360) 779-4320 Gener11 Testing Laboratories, Inc. DATE JOB No. q 18970 3rd Ave. N.E., P.O. Box 1586 PROJECT Poulsbo, Washington 98370 LOCATION (360) 779-9196 opt CONTRACTOR OWNER TO c�ht/°Pl^-�g GTR MP. O at AM WEATHER TEMP.d �j' °at [ M PRESENT AT SITE THE FOLLOWING WAS NOTED: ell �' � / uO Fair► /Al- 6-'e-4®6 co cr G A Aj b ceS Z >%/D /vow GaA-)1!Zb9M06njc,05 /U©T,67D,,� 11)7 IX P951G�J /t 3oso cow C' 7eo't COA) G�rrrF'�P�65' aZ,- .J 72�?57- W14-4- jl=a4j-6cy /ry ag �Ays AWIMi-6e- lq,(n AND q R - o6S COPIES TO UP T M B&I D GOT J SIGNED DATE GPneml Testing Laboratories, Inc. �� JOB N lg,,q_ 18970 3rd Ave. N.E., P.O. Box 1586 PROJECT Poulsbo, Washington 98370 ,,< ve- G LOCATION (360) 779-9196 CONTRACTOR OWNER TO �FAIL' �C' CT WEATHER TEMP. at AM ( °at�� M PRESENT AT SITE z THE FOLLOWING WAS NOTED: > IIOT19 ��F�S F0e w/3S0-'-j / /tloT�d CZ)171 PA V (,,U (7T H SO G t 6,-) AJ C-�� ZA-Ze COPIES TO SIGNED v General Testing Laboratories, Inc. DATE JOB NO. '(29-6 1V70"jcd Ave. N.E., P.O. Box 1586 PROJECT Poulsbo, Washington 98370 ql nl� , LOCATION (360) 779-9196 p,J �+ CONTRACTOR OWNER TO ^7-/ e L L T� WEATHER TEMP. o atc� AM Gf D y PRESENT AT SITE THE FOLLOWING WAS NOTED: Fee Zl- i�S 7-1nJ `i/Nr ! 70 3 ,` / 7 TD '�DGTam 1/274 4 12 5J42 /,10 2 7-ff6-,,:5 ��6 ge c� -'I� %h' �I� `/oin>/r�u m ROv��•�- S J-�Xv A r T,,d%v A Z- 1-b 9 7- t=o ,5'a��G/N%C 5 Al t h-1 u/Y( COPIES TO UP SIGNED GENERAL TESTING LABORATORIES, INC 18970 Third Avenue NE P.O. Box 1586, Poulsbo, WA 98370 CLIENT: (��<rf�(� s� "'� G�� 4 VC CONTRACT#: DATE: 1-7 d'�PAGEj/ OF t PROJECT: PROJECT# '7(F4- REPORT#: CONTRACTOR: SUB-CONTRACTOR: /9Ge IN PLACE DENSITY METHOD: ( )ASTM D-1556 (tyll--2922 MAXIMUM DENSITY SANDCONE NUCLEAR TEST METHOD: FIELD DENSITY LAB CURVE DEPTH LOCATION VALUES LBS./CU FT TEST OR PERCENT OPTIMUM DRY WT. PERCENT COMPACTION NUMBER ELEVATION WET / DRY MOISTURE WATER% LBSlCU.FT COMPACTION REQUIRED /,("i C -r - -31,t-) /I /.;'0,2, ( ? tl D 3q,0 )0�5 1 � �. 3 A4-7 �37,o fl a5,8 No, 1) 41 ,viZ- 2, 13Y,4A x 11 �- FIELD SUPERVISOR: - SOULS TECHNICIAN: General Testing Laboratories, Inc. DATE JOB NO- 18970 3rd Ave. N.E., P.O. Box 1586 _ - l3- !8 Poulsbo, Washington 98370 PROJECT LOCATION (360) 779-9196 / /0 ' / CONTRACTOR OWNER TO R -� WEATHER TEMP- Oat AM C3Ldu °at PM PRESENT AT SI THE FOLLOWING WAS NOTED: !�/�� ,�•2 T.Lr ,f��`A /�[ricJsiv"lG1 �s T/n!/f L o5/�rr9e�-�d�r !s �/ci,.�l� 1AI 46 g 6r• 1411 T J� L� L1✓1/�L�C7 1.C� -d' �/�i '4 Oa 4 r3 �� 2,q r"Z,o 3 COPIES TO D v SIGNED OL' IVLKAL L LAI LIV(j LABUKA I VKLL Aq LIVC,. 18970 Third Avenue NE, P.O. Box 1586, Poulsbo, WA 98370 7► CI,1ENT: Ll_C CONTRACT#: DATE: / _ iU�OU PAGE OF I PROJECT: ad,��,n �1�Z9 PROJECT #: 4�8� REPORT #: CONTRACTOR: 8 I,Z d SUB-CONTRACTOR: IN-PLACE DENSITY METHOD: O ASTM D-1556 QO D-2292 MAXIMUM DENSITY Sandcone Nuclear TEST METHOD: C CONIPACTION LOCATION FIELD DENSITY O REQUIRED LAB CURVE m P VALUES A LBS./CU. FT PERCENT c plrP l l l MOISTURE T FEST OR I NUMBER EI.E ATION YET DRY OPTIMUM DRY WT. O / A WATER% LBS./CU F I' N 1 -3 d 3�. r -S O.Z. G 9S t G.S I w•3 .8 G sty 7 5 G C gf a.� i ' D c 7. 7 3, a7.9 12.6 9 .L FIELD SUPERVISOR: _ _ �G=_ _ SOILS TECIINICIAN: �-�� General Testing Laboratories, Inc. DATE /f 3 � Joe No.�/ j, lf�70 3rd Ave. N.E., P.O. Box 1586 PROJECT l `t' ♦ �Poulsbo, Washington 98370 LOCATION (360) 779-9196 Fl)- �� 2 A— CONTRACTOR OWNER TO EZ�tc L2— WEATHER TEMP. 0 at QAM � ► � °at PRESENT AT SITE THE FOLLOWING WAS NOTED: 'Raw r A iN� —' • e 4;y /mil.i r--,�n rT"fe >?" ijlA / l©Zs- %'—aZrY/LJ'i- 1 .4,a.e au i s c3 —r' 7zs ,C Est, COPIES TO R SIGNED General Testing Laboratories, Inc. DATE I 3 JOB NO. (g� 1f,9 70 3rd Ave. N.E., P.O. Box 1586 PROJECT Poulsbo, Washington 98370 LOCATION _ (360) 779-9196 CONTRACTOR OWNER WEATHER TEMP. G at A °at ^CnPm PRESENT AT SITE Z THE FOLLOWING WAS NOTED: 64�6— C ^3 yy1 Ix m �o sC) �� Ca�C, �-c /W- m 4 r, s C/ � V1de,AT5j2 COPIES TO G � SIGNED �Y '� Ge;eral Testing Laboratories, Inc. DATE J°B NO io 18970 3rd Ave. N.E., P.O. Box 1586 PROJECT Poulsbo, Washington 98370 AA LOCATION (360) 779-9196 CONTRACTOR OWNER TO WEATHER TEMP. °at M C lctl � °at - PRESENT AT SITE THE FOLLOWING WAS NOTED: >674 &i°145'�T'i�r� 3iu, 7-06 v �?jg QU, 7--1!' 9AA- /+977 a•j WIv 6 �W,1,5 YWI �=�.a olq �6& COPIES TO SIGNED GENERAL TESTING LABORATORIES, INC 18970 Third Avenue NE P.O. Bax 1586, Poulsbo, WA 98370 CLIENT: CZ'�p 6 TF u2 CONTRACT#: DATE: PAGE OF PROJECT: ��rA I R px,f PROJECT# REPORT#: CONTRACTOR: SUB-CONTRACTOR: fc� IN PLACE DENSITY METHOD: ( )ASTM D-1556 ( D-2922 MAXIMUM DENSITY SANDCONE NUCLEAR TEST METHOD: FIELD DENSITY LAB CURVE DE H LOCATION Lss�cv VALUES TEST PERCENT OPTIMUM DRY WT. PERCENT COMPACTION NUMBER ELEVATION WET / DRY MOISTURE WATER% LBS/CU.FT COMPACTION REQUIRED :T ✓lT 6r `J FIELD SUPERVISOR: SOILS TECHNICIAN: General Testing Laboratories, Inc. °"T€� �pl,� JOB; , 18970 3rd Ave. N.E., P.O. Box 1586 PROJECT Poulsbo, Washington 98370 LOCATION (360) 779-9196 CONTRACTOR OWNER TO ��L�►� cc NTE� LLL WEATT t��r TEMP. Oat A 7 PRESENT AT SITE THE FOLLOWING WAS NOTED: rr / / C rL ��P i S� ��?'l U� (3144, (mot !w 1 �4zz5-D OtA/ :n2 F 4,14-0416-- a" job ✓h n 1//A.r' © tff/IQ7 e-eA J-,q7'� COPIES TO D D 2) O J � SIGNED DATE JOB NO. Gem 1 Testing Laboratories, Inc. _17— 1751' 31470 3rd Ave. N.E., P.O. Box 1586 PROJECT Poulsbo, Washington 98370 As� SH��Pz (fENTE-f LOCATION (360) 779-9196 �� CONTRACTOR OWNER To WEATHER TEMP. /l °at M /K ) �U °at/l. PM PRESENT AT SITE THE FOLLOWING WAS NOTED: G TLp� s �r�T-�� i4-/7= /i�� ,/51ni Q rrn 1 ej _r" �litJG.2F�T x„ F&�O -T/fU G �5 , d)a u-29�4,5 60,e R�lA1";9leCt o ��o'po Ie Z /n> V �1 ZY /77 111-d c-av k6l C-Hce Te �aso�.i l y «�IJ/G.91- 1//ee4 Te'DA1 OF Goy P�',�ss�-� r�S i' r v/c.�- �—�� o�c� Z P/ " COPIES TO D �O D SIGNED \ / � JOB C DATE NO. en#670 +l Testing Laboratories, Inc. DATE jg¢ 3rd Ave. N.E., P.O. Box 1586 PROJECT Poulsbo, Washington 98370 LOCATION (360) 779-9196 �� CONTRACTOR OWNER To �L LFA �� Tr✓UZ Lr✓� Hep Cd W EATHE TEMP. ° °at at M !�PRESENT AT SITE THE FOLLOWING WAS NOTED: �� Cc c -C 1�7 rim' e�F' �f3.�.C.l g ��c•L97 s COPIES TO MIT9m ' MATM"—, SIGNED venerai I esung Laooratones, inc. 1 Z_2.3- _ Yq 18970 3rd Ave. N.E., P.O. Box 1586 PROJECT Poulsbo, Washington 98370 BEL.FAI CE)I? LOCATION (360) 779-9196 2391p NE 57- iQT 3 BEGFAl CONTRACTOR OWNER TO L�ELFi9/iQ CEiU-,1z-z)2 L.L-C j3h 57- WEATHER TEMP. °at AM °at PM PRESENT AT SITE THE FOLLOWING WAS NOTED: RAY MEL.7-DA-) 4q�2 IVEn ON THE SI 7-F- M PE)2 cSpEC�L /Aq:S ECTI DA-� oCDR RE/1l FDjQUZQ CO NC QE7E 7`7/E CON MAC/Z Q 10l,ACo��O 'y10 YAK L S DF _5,qCK 3000 7-�5/ CUNCkETE /M 67F;4 WAL-. C;gOM S 7v CA/ LIME To E o� L/N� to . 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Box 1586 PROJECT Poulsbo, Washington 98370 r LOCATION DD (360) 779-9196 l fiyf►� CONTRACTOR OWNER TO ; � EJ t 2 C.Q�cLsS� n / WEATHER TEMP. at AM 0 at PM PRESENT AT SIT THE FOLLOWING WAS NOTED: OZ:E a rt� - 7A44 �.u�2 4§►u S .�Y`�'Q>`yr 9 14l iw d- e- vd �G��d u�� t// ,2 nut T' a- mio -�,ak '.2 .btu af-4'C"')i A4J Z S r"5 &J f& U- C'dM,��r � a.�/ /.2 -3-99. IV II Oc�15,�y F5�5 G✓cWu� /�t O�G ��O✓c- tom ��T4u�Ke- 9 57;1/&-7- COPIES TO SIGNED GENERAL TESTING LABORATORIES, INC. 18970 Third Avenue NE, P.O. Box 1586, Poulsbo, WA 98370 CLIENT: 11,,4d am CONTRACT#: DATE: ��_��q PAGE OF Z PROJECT: 6z 1f/)r•t A4 PROJECT #: 8 _91gel REPORT#: CONTRACTOR: j,K� SUB-CONTRACTOR: IN-PLACE DENSITY METHOD: ( ) ASTM D-1556 D-2292 MAXIMUM DENSITY Sandcone Nuclear TEST METHOD: LOCATION FIELD DENSITY O REQUIRED COMPACTION LAB CURVE P VALUES A LBS./CU. FT PERCENT C DEPTH MOISTURE T TEST OR I NUMBER ELEVATION WET DRY OPTIMUM DRY WT. O WATER% LBS./CU Fr N 13 1n� .F- l 4F -9 ;.9. t ,6 7.5 3 s T� .2- 4- 13 r Nc' 3 t ,5; 1.23.9 O. L 8 5� 1304 rr ,C/AIL; 3 *- 15 f 3 4_7 yG_2 FIELD SUPERVISOR: SOILS TECHNICIAN: Ll�. GENERAL TESTING LABORATORIES, INC. 18970 Third Avenue NE, P.O. Box 1586, Poulsbo, WA 98370 i— CLIENT: 'J&f� 6�sa� CONTRACT#: DATE: _�/_3 a PAGE L OF Z PROJECT: &-dmec 191,�2,2 PROJECT #: 5_91g- z REPORT#: CONTRACTOR: alga SUB-CONTRACTOR: IN-PLACE DENSITY METHOD: ( ) ASTM D-1556 D-2292 MAXIMUM DENSITY Sandcone Nuclear TEST METHOD: FIELD DENSITY C COMPACTION LOCATION O REQUIRED LAB CURVE r VALUES A LBS./CU. FT PERCENT C DEPTH MOISTURE T TEST OR I NUMBER ELEVATION WET DRY OPTIMUM DRY WT. O WATER% LBS./CU FT N h ,-,ic S +-G / 9.4 99-7 L1.•rc- s d- F 5 / �� 6 Lk FIELD SUPERVISOR: SOILS TECHNICIAN: �� GENERAL TESTING LABORATORIES, INC. 18970 Third Avenue NE P.O. Box 1586 Poulsbo, Washington 98370 (360) 779-9196 or Toll Free (888) 898-8378 MOISTURE-DENSITY RELA TIONS OF SOILS REPOR T Client: Belfair Shopping Center LLC Report Number: I Project: Belfair Plaza Project Number: B-9184 Contractor: Bird Constructian Test Number: 99-1 1-75 17 Date Sampled: 1 1/30/9 9 Date Tested: 12/1/9 9 Date Reported: 12/2/9 9 FIELD DATA: Source of Material: Import Location Sampled: Building Pad A Sampled by: Jim Comnick Area Representing: Fill LABORATORY: Max. Density MOISTURE % OF DRY WEIGHT Dry: 134.9 Lbs./Cu.Ft. Optimum Moisture: 7.5 % Soil: Type& Color: Brown Gravelly Sand ,-T--u Test r Specifications: ASTM D-1557-91-C U c Cylinder E Hammer 10 Lbs a 135 Drop 18 5 Layers m H Tested By: Stephen Blaney 133 u: 131 129 CERTIFIED BY: DATE: 4 1 8 10 GENERAL TESTING LABORATORIES, INC. 18970 Third Avenue NE P.O. Box 1586 Poulsbo, Washington 98370 (360) 779-9196 or Toll Free (888) 898-8378 MOISTURE-DENSITY RELA TIONS OF SOILS REPOR T Client: Belfair Shopping Center LLC Report Number: 2 Project: Belfair Plaza Project Number: B-9184 Contractor: Bird Construction Test Number: 99-1 1-7517 Date Sampled: 1 1/30/99 Date Tested: 12/1/99 Date Reported: 12/2/99 FIELD DATA: Source of Material: Import Location Sampled: Building Pad B Sampled by: Jim Comnick Area Representing: Fill LABORATORY: Max. Density MOISTURE % OF DRY WEIGHT Dry: 130.2 Lbs./Cu. Ft. Optimum Moisture: 8.5 % Soil: Type& Color: Brown Gravelly Sand Test r 131 Specifications: ASTM D-1557-91-C C.i cc Cylinder 6 Hammer 10 Lbs. ow. 129 Drop 18 5 Layers m H Tested By: Stephen Blaney `. 127 -T- # u: 125 CERTIFIED BY: 123 DATE: Z °I 3 1 5 7 9 I l General Testing Laboratories, Inc. DATE ^� JOB NO, 18970 3rd Ave. N.E., P.O. Box 1586 /—6 (j -Poulsbo, Washington 98370 PROJECT LOCATION (360) 779-9196 okw#ow CONTRACTOR OWNER TO -5 i R D WEATHER TEMP. oat AM ,6VG?Zc►a5r Arl?4�►� h- �a Oat 2;oopm PRESENT AT SITE THE FOLLOWING WAS / NOTED: l iy� � //►►yy y /�q/{.y > 6�GZ1 -,T�\ jyjG pIr', V(U-S I I (3r 41-36 p -7�-575 r nos o D r Fr,6 u;I+► 1 R 0 ru-!r S CT rVe F m rn 4 ki :Bu i.LT S 1 o p�_��I w q C +� c�le.�(=r6 V� E � t}� �O�t (2- Cq r 6-&j-s W Iry _5 Ce +� -gym - Tri A F-Q suers -\ZIciw�24+ -r'un/ °o o c'1c.7 °/. ( -0- uil P-s Z u° CJrI4 t1Z -T6`S7-L, u} s 1% g c e /mil o � G1NV e (1,V3 , -ro�m F z-c� w o / o • �7' 7' C-Z N o'�' o�l ` �'� � S-r2e �� 5 � ry 1 r�f�o rs �gzl u-3fi-s OV Qf0j?Fi?- c)1 ' e- 4 G�/�l�u QnldhtP�ry IaVld� d� N"�Y-�l`"�� F r6 r`'- 4 -7,0 4,1 N 40,w .,3 67' lG�' S SIGNED GiFNERAL TESTING LABORATORIES, INC 18970 Third Avenue NE P.O. Box 1586, Pou[sbo, WA 98370 CLIENT: �t=l (=F}IlZ C��1TL-�L CONTRACT#: DATE: I l0 00 PAGE / OF / PROJECT: PROJECT# i REPORT#: CONTRACTOR: l��Z'�Z,ISG�t Ord SUB-CONTRACTOR: IN PLACE DENSITY METHOD: ( )ASTM D-1556 " D-2922 MAXIMUM DENSITY. SANDCONE NUCLEAR TEST METHOD: FIELD DENSM LAB CURVE DE H LOCATION LBS/� F.I. VALUES TEST ELEVATION ALC. I 'N51 Z> Q�Q �L � WET / DRY PERCE REQUIRED NT OPTIMUM DRYwT. PERCENT COMPACTION NUMBER TG' MOISTURE WATER% LBS/CU.FT COMPACTION p 3 9�'.5 136, Z 9�. Cf d — / B Z �L i��e 13�•�/IzZ.3 i3 5 q� q� lie z /z rinse 13,�r: Z ,ZZ.� 1z.y 9� �1 .� AT-, 13T, 71,ZY, 6 lei/ c;Vie FIELD SUPERVISOR: ) SOILS TECHNICIAN: