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Home My WebLink AboutCOM2007-00060 - COM Engineering / Geo-Tech Reports - 12/13/2007 WIS DATE 1/21/08 NO. 8071 WELDING INSPECTION SERVICES PROJECT Maintenance Facility Building#3 Inspection, NOE,Testing P.O.BOX 1044 LOCATION Mason County, Shelton WA SUGUAMISH,WASHINGTON 98392 (360) 697-1771 CONTRACTOR Rognlin OWNER Mason County FAX (360) 697-7316 WEATHER Clear TEMP. 29 F TO PRESENT AT SITE Contractor Krazan and Associates,Inc. Rognlin Inc. — — PERMIT NO. COM2007-00060 Building#3 Building Official-Mason County Krazan Job No. 106-07-228 SPECIAL HS BOLTING INSPECTION Requested by Krazan for Code required special HS bolting inspection at the project. Arrived at the site 0900 hours. Reviewed drawing details,pre-engineered building, Behlen Mfg. #M5983. Eleven(11) frames with installed A325 HS bolted connections. Findings: 1. Specifications call for"snug tight"tensioning A325 bolted connections, main and end frames. 2. A325 3/4x2 %2 HS bolts installed,YHC Mfg. 3. VT(visual) inspected HS bolted connections, HS bolts installed per specifications and connection plates tight together. 4. HS bolting conforms to requirements. AM; QG 1 IMWETFi A.UAVENS 9306 91 Ken Havens, Senior Inspector, AWS/CW1, ASNT III SIGNED (10/28/2008) Larry Waters-CONCRETE.pdf Page 7 Krazan & Associates, Inc. 1230 Finn Hill Rd NW Suite A, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-07228 Cyl.Code P13592 Pour Date 12-13-2007 Report No. 28156 weather OVERCAST Jurisdiction MASON COUNTY Permit No. BLD 2007-00060 Project MASON C OU N TY MAIN T FAC. Engineer r� Location SH ELTON, WA Architect client MASON COUNTY PW contractor R OGL INS Field Data Site FAx Reported Batch Data Supplier MILES Plant No. 208 Cement Type I &II Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other Nx No. 02550 Conc. Air Corn.lbs. 514 Temp. Temp. Unit F.Ash lbs. - Tme Truck# Ticket# %Au Skimp (F) (F) WL 8:15 M022 135420 5 65 37 - C.agg.lbs. - C.agg.lbs.2 1854 C.age.lbs.3 - Sand lbs. 1486 Water 28 Placemern Area Admixture 16 Footings Walls Columns Grade Beams Other 30 SlablDeck Slab Pilings Other Air Ent.(oLcwt.) Grids BLDG 3 SLAB ON GRADE -EAST LINES C-L, 1-3. INSPECTED PUMP PLACEMENT, VIBRATION Water Added on Job(gals.) 10 R ESTEEL IN SPEC TED BY P.SEELY ON 12-12-7 Field Test Methods Remarks SAMPLED AT 50 YAR D S OF 110 YAR D S PLAC ED AT ASTM C143 ®, ASTM C138 ❑, G-H, 1-3 ASTM C1064 [R, ASTM C173 ❑. ASTM C31 ®. Other inspector JON ATH AN BAAS Reviewed By Laboratory Data Design Strength 4000 Date Specimens Rec'd. 12-14-2007 Cyl. Test Dia Length Max. comp. Tested Break Lab Test Method Code Date Age Din. Area Load Str.(psi) Set# By Type ASTM C39 ❑ P13592- 1220ro7 7 4X8 12.57 52135 4,150 TBH 1 ASTM C109 ❑ P13592- 01/10/08 28 4X8 12.54 69675 5,560 JS 5 ASTM C El ASTM C123231 ❑ P13592- 01/10/08 28 4X8 12.54 69400 5,530 JS 5 ASTM C1019 ❑ P13592- 01/10/08 28 4X8 12.54 69535 5,545 JS 5 Other P13592- Compressive P13592- Flexural P13592- P13592- Test Results Remarks FIR91710 Conforming Non-Conforming Results Reviewed By Date Reviewed Codes for Break Types: 1.Cone X 2.Cone&Split 0 3.Cone&Shear A 4.Shear 5.Columnar(Split) (10/28/2008) Larry Waters- CONCRETE.pdf Page 13 Krazan & Associates, Inc. 1230 Finn Hill Rd NW Suite A, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-07228 Cyl.Code P13638 Pour Date 12-21-2007 Report No. 33310 weather OVERCAST Jurisdiction MASON COUNTY Permit No. COM 2007-00060 Project MASON C OU N TY PW MAIN T FAC Engineer Location SH ELTON, WA Architect client MASON COUNTY PW contractor R OGN L IN S Field Data Site Mix Reported Batch Data supplier MILES Plant No. 208 Cement Type III Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other Nix No. 0255A Conc. Air Cem.lbs. 512 Temp. Temp. Unit F.Ash lbs. - Tme Truck# Ticket# %Air Slump (F) (F) wt. 7:35 M081 24231 5.1 5 55 36 - C.age.lbs. 1873 C.agg.lbs.2 - C.ape.lbs.3 - Sand lbs. 1415 Water 26.1 Placement Area Admixture 62.0 Footings walls Columns Grade Beams Other 16 SlablDeck Slab Pilings Other Air Ent.(ozlcwt.) 2.1 Grids MON O SLAB A TO C AN D 1 TO 3. SAMPLED AT B, 1 TO 2. Water Added on Job(gals.) 10 Field Test Methods Remarks 27 YAR D S PLAC ED BY PU MP, MEC H C ON SOL ASTM C143 ASTM C1064 R, ASTM C1, ASTM C173 ❑, ❑, W/C=.41 ASTM C31 ®• Other Inspector WILLIAM U GOLIN I Reviewed By Laboratory Data Design Strength 4000 Date Specimens Rec'd. 12-24-2007 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Din. Area Load Str.(psi) Set# By Type ASTM C39 ❑ P13638- 1228ro7 7 4X8 12.59 45350 3,600 TBH 1 ASTM C109 0 P1363& 01/18/08 28 4X8 12.56 61415 4,890 AC 2 ASTM C617 0 ASTM C1231 ❑ P13638- 01/18/08 28 4X8 12.56 63680 5,070 AC 2 ASTM C1019 ❑ P13638- 01/18/08 28 4X8 12.56 62545 4,980 AC 1 Other P13638 Compressive P1363& Flexural P13638- P13638- Test Results Remarks FR 92026 Conforming Non-Conforming Results Reviewed By Date Reviewed Codes for Break Types: 1.Cone X 2.Cone&Split 0 3.Cone&Shear N 4.Shear 5.Columnar(Split) Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-07228 Cyl. Code P13592 Pour Date 12-13-2007 Report No. 28156 weather OVERCAST Jurisdiction MASON COUNTY Permit No. BLD 2007-00060 Project MASON COUNTY MAINT FAC. Engineer Location SHELTON, WA Architect Client MASON COUNTY PW Contractor ROGLINS Field Data Site Mix Reported Batch Data Supplier MILES Plant No. 208 Cement Type I & II Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other Mix No. 02550 Conc. Air Cam.lbs. 514 Temp. Temp. Unit F.Ash lbs. - Time Truck# Ticket# %Air Slump (F) (F) Wt. 8:15 M022 135420 5 65 37 - C.agg.lbs. - C.agg.lbs.2 1854 C.agg.lbs.3 - Sand lbs. 1486 — -- - - - Water 28 Placement Area Admixture 16 Footings Walls Columns Grade Beams Other 30 Slab/Deck Slab Pilings Other Air Ent.(oz/cwt.) Grids BLDG 3 SLAB ON GRADE - EAST LINES C-L, 1-3. - -- INSPECTED PUMP PLACEMENT, VIBRATION Water Added on Job(gals.) 10 RESTEEL INSPECTED BY P. SEELY ON 12-12-7 Field Test Methods Remarks•SAMPLED AT 50 YARDS OF 110 YARDS PLACED AT ASTM C143 ® ASTM C138 p ASTM C1064 ® ASTM C173 O G-H, 1-3 ASTM C31 ® Other —� Items Inspected Inspector JONATHAN BAAS Reviewed By16 <Conforming Non-Conforming Laboratory Data Design/Strength 4000 Date Specimens Rec'd. 12-14-2007 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Dim. Area Load Str.(psi) Set# By Type ASTM C39 �( P13592- 12/20/07 7 4X8 12.57 52135 4,150 TBH 1 ASTM C109 0 P13592- 01/10/08 28 4X8 12.54 69675 5,560 JS 5 ASTM C617 Q ASTM C1231 39 P13592- 01/10/08 28 4X8 12.54 69400 5,530 JS 5 ASTM C1019 0 P13592- 01/10/08 28 4X8 12.54 69535 5,545 JS 5 Other P13592- Compressive P13592- Flexural P13592- P13592- Test Results X Conforming Remarks FR 91710 Non-Conforming Results Reviewed By ID1111 Date Reviewed ) 1 N Codes for Break Types: 1. Cone 2.Cone&Split 3. Cone&Shear 4. Shear11 5. Columnar(Split) Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-07228 Cyl.Code P13638 Pour Date 12-21-2007 Report No. 33310 Weather OVERCAST Jurisdiction MASON COUNTY Permit No. COM 2007-00060 Project MASON COUNTY PW MAINT FAC Engineer Location SHELTON, WA Architect Client MASON COUNTY PW Contractor ROGNLINS Field Data Site Mix Reported Batch Data Supplier MILES Plant No. 208 Cement Type I I I Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other Mix No. 0255A Conc. Air Cem.lbs. 512 Temp. Temp. Unit F.Ash lbs. - Time Truck# Ticket# %Air Slump (F) (F) Wt. 7:35 M081 24231 5.1 5 55 36 - C.agg.lbs. 1873 C.agg.lbs.2 - C.agg.lbs.3 - Sand lbs. 1415 Water 26.1 Placement Area Admixture 62.0 Footings Walls Columns Grade Beams 16 Other Slab/Deck Slab Pilings Other Air Ent.(ozJcwt.) 2.1 Grids MONO SLAB A TO C AND 1 TO 3. SAMPLED AT B, 1 TO 2. Water Added on Job(gals.) 10 Field Test Methods Remarks 27 YARDS PLACED BY PUMP, MECH CONSOL ASTM C143 ® ASTM C138 O ASTM C 1064 ® ASTM C 173 ❑. W/C=.41 ASTM C31 ® Other Items Inspected Inspector WILLIAM UGOLINI Reviewed ByQ� X Conforming Non-Conforming Laboratory Data Design Strength Strength 4000 Date Specimens Rec'd. 12-24-2007 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Dim. Area Load Str.(psi) Set# By Type ASTM C39 P13638- 12/28/07 7 4X8 12.59 45350 3,600 TBH 1 ASTM C109 ❑ P13638- 01/18/08 28 4X8 12.56 61415 4,890 AC 2 ASTM C617 0 ASTM C1231 P13638- 01/18/08 28 4X8 12.56 63680 5,070 AC 2 ASTM C1019 ❑ P13638- 01/18/08 Other 28 4X8 12.56 62545 4,980 AC 1 P13638- — J� Compressive P13638- P13638- Flexural P13638- Test Results Remarks FR 92026 i Conforming Results Reviewed By * Date Reviewed 3LJ-)kfJ Non-Conforming Codes for Break Types: 1. Cone N 2. Cone&Split 11 3. Cone&Shear R 4. Shear F1 5. Columnar(Split) WIS DATE 1/21108 NO. 8071 WELDING INSPECTION SERVICES PROJECT Maintenance Facility Building#3 Inspection,NDE,Testing P.O. BOX 1044 SUQUAMISH,WASHINGTON 98392 LOCATION Mason County, Shelton WA (360) 697-1771 CONTRACTOR Rognlin OWNER Mason County FAX (360) 697-7316 WEATHER Clear TEMP. 29 F TO PRESENT AT SITE Contractor Krazan and Associates, Inc. Rognlin Inc. PERMIT NO. COM2007-00060 Building#3 Building Official-Mason County Krazan Job No. 106-07-228 SPECIAL HS BOLTING INSPECTION Requested by Krazan for Code required special HS bolting inspection at the project. Arrived at the site 0900 hours. Reviewed drawing details, pre-engineered building, Behlen Mfg. # M5983. Eleven(11) frames with installed A325 I IS bolted connections. Findings: I. Specifications call for"snug tight" tensioning A325 bolted connections, main and end frames. 2. A325 3/4x2 '/2 HS bolts installed, YHC Mfg. 3. VT(visual) inspected HS bolted connections, HS bolts installed per specifications and connection plates tight together. 4. HS bolting conforms to requirements. Qc 1 I(EUPIUll A.HAVENS 00f 091 Ken Havens, Senior Inspector, AWS/CWI, ASNT III SIGNED FIELD REPORT NO: V%,raZarl & Associates , Inc . GEOTECHNICAL ENGINEERING • -ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION > CONTRACTOR: DATE: ! l ? CO PL PROJECT#: 14!7� 0 7 JURISDICTION: PROJECT: t,46 C'-�� e e��f ff PERMIT#: �,�/� •�C'�'' 7`^D ��cC' LOCATION: 129 Pd: `S, INSPECTOR: A--.' KRAZAN PROJECT MANAGER: WEATHER: CSC/ TEMP: 07 411 2 Y 624 V s (2 (JS,4 Y lj�` 5�"r�.E ny CS 1L) l —fin �-•r� Equipment/Asset Number(s): To the best of my knowledge,the above OASWAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: Serving the Western United States 1501 Field Repori.doc Revision 1 Effective Date:5125/05 Th.{..k.....wuno nmvu,•d.M lbi reoon k nre—d for the exchrsivr.n.cr.of ihr.diem.This woort may not be reproduced in anv formal without the written perndssion of the client and Krazan&Assceiates. ` _=- FIELD REPORT NO: K aZM & Associates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION _ r DATE. t 2.� C� CONTRACTOR: �4�rt/c A S PROJECT '_ 0 JURISDICTION: (/t'1cCSO t eJt PROJECT: C^, SgLO Z- Sk L&t PERMIT#: 1!!p 1W) —.On00 c7 tZf06 3 LOCATION: Sh,al 4v'. INSPECTOR: ,; _ KRAZAN PROJECT MANAGER: SI"j WEATHER: C TEMP: kjp �c.t h 'CJ^tiL'l.C° Gr T s cJ a I ff 1 C.� l C_✓��. �Gj_ ��. �L< F�_t /V 4�.(° 1'L"4:f^ L".f't.S Q�1.r'". !'E'r a/J 1, l) Equipment/Asset Number(s): To the best of my knowledge,the abov�&WAS NOT performed in accordance with the oved pl s,specifications,and regulatory requirements. Superintendent/Representative: Technician: Serving the Western United States ,�y� C� 1501 FWd Reporr.doc Revision 1 Effective Date:52511)5 The infomtation provided on this report is prepared for the exclusive use of the client.This report may not he reproduced in any formal without the written permission of the client and Krazan&Associates. COMPACTION "lliamKraZan & Associates , Inc . REPORT NO.: 20639 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION l � DATE: i.� 'J � 77 -_ CONTRACTOR: t PROJECT#: to 0 Z Z` PERMIT NO: 00 6 0 PROJECT: /12, 15 D�� 5 l di INSPECTOR:_&�L� LOCATION: 1 C -G9�1 _ _ JURISDICTION: Megsvq ('a'. KRAZAN PROJECT MANAGER: -__ ___ - ____. WEATHER: _-C-1 e ,-— --- TEMP_ yCJ c` ❑ WASHINGTON DENSOMETER ❑ SANDCONE 2 NUCLEAR TEST ❑ OTHER qSI 3O LOCATION MAP (�j Paved Areas (circle one): Sub /Agg /Asphalt - ET Building Pad (s) ❑ Other C ElTrenches (circle one): Sewer/Water/Storm Drain/Utly - - - -� �� 3 Curve Unified Soils Classification Max Dry Opt Density Moisture o- Al-, F4-) �S Test Elevation Location(Comments) Curve Mode& Density Moist Percent Required Depth % Compaction q 4 s zsz �' " r Y Cf b �l .7 q 7 _.— ,x 2- 7 Cl Ire Map Location: Curve Test Method: This testing does not preclude the possibility that the soil or hot-mix asphalt may be loosened by future construction activities or rainfall events.The compaction tests were performed at the approximate Attached Daily Avg.Stcl locations and elevations shown and indicate relative compaction at those locations. Horizontal and Count Densities (__ vertical limits of the compacted area were determined by others.Our firm does not guarantee earthwork Daily vg-Sta or paving construction,nor does our work relieve the contractor's responsibility to conform to the Count moisture (D S`L.-_ approved project plans and specifications- a�ug — 7 0 To the best of my knowledge,the abov IAS)WAS NOT performed in accordance with the app ved p ,specifications,and regulatory requirements. Superintendent/Representative: Technician: Serving the Western United States 1501 compaction Repmt.doc Revision 1 Effective D.IcA I/3ft -.�-...f..�......�...,....MA...r4:.......w...e....ri fn..��r.l...............f.M d{e...T1.:..................,..t.........,.e.,,..d�..9...,r.......,fi6.....fib. .....n,.............�,.nnh.�ii...,—d V m -e k A ec i.— Ft_-D REPORT NO: ' �. ;Czff(rZZM & Associates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: CONTRACTOR: P-06rt/1-llrAl PROJECT#: JURISDICTION: 60 e PROJECT: G4 PERMIT#: 60/� —dDO 0 LOCATION: INSPECTOR: �1�QJQJ KRAZAN PROJECT MANAGER: U16 WEATHER: 6C',4 57'- TEMP: 3f- y(� o l S tTr, Af � � TO �1�i/C� :P�in�1zAjQ ro✓vel ff Z 3 t,�LG� . I�C5L�r3Ci fi ��1��4 cr�Nt�e�T' /'3yv ),h iC"w;-t P ¢ 10e,, ¢xA4z7a 6- 6eh6oz, 0-47-i o o D / Z16S 6e /k l da- d G - fi 40 «JlR S !0-7 1 SEr 0E y� ra �/1-e'er Sc�1A� s-r/1�3 d r e=e To Pr-1 6am?2 es4 Equipment/Asset Number(s): To the best of my knowledge,the a e WAS WAS NOT performed in accordance with the a roved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: Serving the Western United &es 1501 Field Report.d- Revision I / Effective Date:5R5/05 n_._�_______....._•...,.�.,._.,,,..,...»..,..n u.,rt....a,,.;.,.„e.,.i.t.�G..,Thfa....nrt may nrx he rcrxnduced in env format without the written ocrmission of the cfient and Krazan&Associates. (11/13/2007) Debbera Coker- FW: Building 3-shop drawings Page 1 From: "Gary Beckner' < beckner cs-structural.com> . I� ry 9 @p To: <Dlc@co.mason.wa.us>, <ken.hawk@wcs-inc.com> Date: 11/12/2007 4:39 PM Subject: FW: Building 3-shop drawings CC: "Bjorn Gilje" <Bjorng@HelixDesignGroup.net> v goo From: Gary Beckner Sent: Tuesday, October 23, 2007 1:25 PM To: 'Bjorn Gilje' Subject: RE: Building 3-shop drawings We have reviewed the Behlen submittal M5983 10/1/07 with respect to our foundation design B3.S100 permit submittal. We find that the foundation is compatible with the Behlen design, with slight comment. 1. Detail 5a/S200 for this building: '/2'A.B. with D = 7" and '/."A.B. with D = 12". No bearing angles are required. From: Bjorn Gilje [mailto:Bjorng@HelixDesignGroup.net] Sent: Thursday, October 11, 2007 3:12 PM To: Gary Beckner Subject: FW: Building 3-shop drawings Importance: High Please see below note from Rognlin's this is submittal for Bldg 3 not that indicated before. Bjorn Gilje HELIX DESIGN GROUP bjorng@helixdesigngroup.net<mailto:rbjorng@helixdesigngroup.net> I helixdesigngroup.net <http://www.helixdesigngroup.net/> p.253.922.9037 I f.253.922.6499 6021 12th St E Suite 201 1 Tacoma, WA 98424 (11/13/2007) Debbera Coker- FW_Building 3-shop drawings — _ Page 211 PCS Structural Solutions Gary Beckner, S.E., Project Manager tacoma 253.383.2797 seattle 206.292.5076 gbeckner@pcs-structural.com www.pcs-structural.com From: Ryan Walsh [mailto:ryan@rognlins.com] Sent: Thursday, October 11, 2007 3:06 PM To: Bjorn Gilje; Lowell Cate Cc: ken.hawk@wcs-inc.com; Floyd Plemmons Subject: Building 3-shop drawings Importance: High Bjorn, Sorry about the last email. That is not building 4. It is building 3. Please disregard. RYAN WALSH ASSISTANT PROJECT MANAGER ROGNLINS, INC 321 WEST STATE STREET ABERDEEN, WA 98520 360-532-5220 360-532-5761 FAX