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COM2007-00061 - COM Engineering / Geo-Tech Reports - 1/15/2008
WIS DATE 2/05roS NO. Soso WELDING INSPECTION SERVICES PROJECT Maintenance Facility Building 4, ,7 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 Rain TEMP. 37 F TO PRESENT AT SITE Contractor Krazan and Associates,Inc. Rogniin Inc. PERMIT NO. COM2007-00061,00062,00064 Building Official-Mason County Krazan job No. 106-07-228 SPECIAL HS BOLTING INSPECTION Requested by Krazan for special HS bolting inspection at the project. Arrived at the site 0930 hours. Reviewed drawing details Behlen pre-engineered buildings 4,6 and details for building 7(no HS bolts in building 7). Findings: Building 6 Covered Storage,2 main frames,2 end frames,portal frames. HS A325 Hex bolts installed per specifications and connections brought to a snug tight condition,plates tight together. HS bolting meets requirements. Noted and marked several anchor bolts at columns not tight. Observed bolting crew tighten all anchor bolts-OK. Building 7 Pump House. No HS bolts required. Verified light gauge rafter connection clips installed and screwed per specifications. Building 4 Vehicle Wash,4 main frames,2 end frames,portal frames. HS A325 Hex bolts installed at main, end and portal frames. Connection plates tight together,conforms to snug tight condition per specifications. HS A325 bolts manufactured by NB, YHC. Aws Qc l(ENNFTH A.91 ENS 93 Ken Havens, Senior Inspector,AWS/CWI, ASNT III SIGNE ,--' r (10/28/2008) Larry Waters - CONCRETE.pdf Page 17 Krazan & Associates, Inc. 1230 Finn Hill Rd NW Suite A, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-07228 CyL Code P13733 Pour Date 1-15-2008 Report No. 27861 weather C LEAR Jurisdiction MASON COUNTY Permit No. C OM 0007-00061 Project MASON C OU N TY PW MAIN T FAC Engineer Location SH ELTON, WA Architect client MASON COUNTY PW Contractor R OGL INS Field Data Site Nix Reported Batch Data Supplier MILES Plant No, 208 Cement Type l &II Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other PAx No. 0255 Conc. Air Cem.lbs. 513 Temp. Temp. Unit F.Ash lbs. - Time Truck# Ticket# %Air Skimp (F) (F) wt. 9:00 M088 135240 5 71 30 C•agg•lbs. 1872 C.agg.lb&2 - C.agg.lbs.3 - Sand lbs. 1586 Water 24 Placement Area Admixture 16 Footings walls Columns Grade Beams Other 31 Slab/Deck Slab Pilings Other Air Ent.(ozlcwt.) Grids SAMPLED @ S.O.G. 3/13 R/S PER PLAN AND D ETAIL Water Added on Job(gals.) 0 CAST BY CLIENT Field Test Methods Remarks PLAC ED VIA PLAC IN G BOOM AN D MEC H. C ON S. ASTM C143 ❑, ASTM C138 ❑, ASTM C1064 ❑, ASTM C17373 ❑. W/C=.45 ASTM C31 ❑, Other inspector AAR ON C LYD E Reviewed By Laboratory Data Design Strength Date Specimens Rec'd. 1-16-2008 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Din. Area Load Str.(psi) Set# By Type ASTM C39 ❑ P13733- 01/22/08 7 4X8 12.50 54225 4,340 JS 5 ASTM C109 0 P13733- 02/12/08 P8 4X8 12.50 20620 5,620 AC 4 ASTM C617 ❑ ASTM C1231231 ❑ P13733- 02r12/08 28 4X8 12.50 71610 5,700 AC 1 ASTM C1019 0 P13733- 02/12/08 28 4X8 12.50 71115 5,660 AC 3 Other P13733 Compressive P13733 Flexural P13733- P13733- Test Results Remarks FIR94845 Conforming Non-Conforming Results Reviewed By Date Reviewed Codes for Break Types: 1.Cone ® 2.Cone&Split ® 3.Cone&Shear ® 4.Shear 5.Columnar(Split) (10/28/2.008) Larry Waters-CONCRETE.pdf Page 16 Krazan & Associates, Inc. 1230 Finn Hill Rd NW Suite A,Poulsbo, WA 98370 (360)-598-2126 Project No. 106-07228 Cyl.Code P13705 Pour Date 1-8-2008 Report No. 33294 weather OVERCAST Jurisdiction MASON COUNTY Permit No. C OM 2007-00061 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 Field Data Site Mix Reported Batch Data Supplier MILES S&G Plant No. 208 Cement Type I &II Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other Nix No. 01500 Conc. Air Cem.lbs. 470 Temp. Temp. Unit F.Ash Ibs. Time Truck# Ticket# %Air Slump (F) (F) wt. 1:05 M081 24350 3 56 39 - C.agg.lbs. C.agg.lbs.2 1 877 C.agg.lbs.3 Sand lbs. 1502 Water 26.4 Placement Area Admixture Footings walls Coltmns Grade Beams Other Slab/Deck Slab Pilings Other Air Ent.(oz/cwt.) Grids BLDG. 4 COLUMN FOOTINGS TYPE3.0 &6.0 ON GR ID S A&A.5. REINFORCEMENT PER water Added on Job(gals.) 6 STRUCTURAL SCHEDULE AB'S IN PLACE. Field Test Methods Remarks 7 YAR D S PLAC ED BY TR U C K C H U TE VIBR ATED ASTM C143 ®, ASTM C138 ❑, ASTM C1064 ®, ASTM C173 ❑, W/C=0.48 ASTM C31 ®• Other Inspector PEN N SEELY Reviewed By Laboratory Data Design Strength 3000 Date Specimens Rec'd. 1-9-2008 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Dim. Area Load Str.(psi) Set# By Type ASTM C39 ❑ P13705- 01/15/08 7 4X8 12.57 44970 3,580 JS 1 ASTM C109 ❑ P13705- OM5ro8 28 4X8 12.63 64115 5,080 JS 1 ASTM C617 ❑ ASTM C1231 ❑ P13705- 02/05/08 28 4X8 12.63 61000 4,830 JS 1 ASTM C1019 ❑ P13705- 0Z105ro8 28 4X8 12.63 62558 4,950 JS 1 Other P13705 Compressive P13705 Flexural P13705- P13705- Test Results Conforming Remarks Non-Conforming Results Reviewed By Date Reviewed Codes for Break Types: 1.Cone ® 2.Cone&Split ® 3.Cone&Shear H 4.Shear 5.Columnar(Split) (10/28/2008) Larry Waters-CONCRETE.pdf Page 15 Krazan & Associates, Inc. 1230 Finn Hill Rd NW Suite A,Poulsbo, WA 98370 (360)-598-2126 Project No. 106-07228 Cyl.Code P13682 Pour Date 1-2-2008 Report No. 33278 weather OVERCAST Jurisdiction MASON COUNTY Permit No. C OM2007-00061 Project MASON C OU N TY PW MAIN T FAC Engineer Location SH ELTON, WA Architect client MASON COUNTY contractor R OGN L IN 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 Nix No. 02550 Conic. Air Cam.lbs. 515 Temp. Temp. Unit F.Ash Ibs - Time Truck# Ticket# %,Air Slump (F) (F) WL 9:10 085 24294 3.5 54 44 - C.agg.lbs.C.agg.Ibs.2 - C.agg.Ibs.3 1 862 Sand Ibs. 1469 Water 28.0 Placement Area Admixture 16.4 Footings Walls Columns Grade Beams Other 31.2 Slab/Deck Slab Pilings Other Air Ent.(oz/ewt.) - Grids MONO SLAB ON GRADE 1 TO 3 AND B TO E. SAMPLED AT EDGE OF E Water Added on Job(gals.) 10 Field Test Methods Remarks PLACED BY PUMP- MEC H C ON SOL SAMPLED AT 9 ASTM C1 ®, ASTM C1 ❑, ASTM C10 6 4 ®. ASTM C17373 ❑, YARDS OF 70 TOTAL W/C=.44 ASTM C31 ®• Other O Inspector WILLIAM UGOLIN I Reviewed By Laboratory Data Design Strength 4000 Date Specimens Rec'd. 1-3-2008 Cyt Test Dia Length Max. Comp. Tested Break Lab Test Method code Date Age Dim. Area Load Str.(psi) Set# By Type ASTM C39 ❑ P13682- 01i09/08 7 4X8 12.47 60305 4,840 TBH 5 ASTM C109 11 P13682- 01/30/08 P8 4X8 12.57 77195 6,140 JS 1 ASTM C617 ❑ ASTM C1231 ❑ P13682- 01/30/08 28 4X8 12.57 76395 6,080 JS 4 ASTM C1019 0 P13682- 01/30/08 28 4X8 12.57 76795 6,110 JS 4 Other P13682- Compressive P13682- Flexural P13682- P13682- Test Results Remarks FR 92018 Conforming Non-Conforming Results Reviewed By Date Reviewed Codes for Break Types: 1.Cone ® 2.Cone&Split ® 3.Cone&Shear ® 4.Shear 5.Columnar(Split) (10/28/2008) Larry Waters -CONCRETE.pdf Page 9 Krazan & Associates, Inc. 1230 Finn Hill Rd NW Suite A,Poulsbo, WA 98370 (360)-598-2126 Project No. 106-07228 Cyl.Code P13603 Pour Date 12-14-2007 Report No. 28158 weather OVERCAST Jurisdiction MASON COUNTY Permit No. 2007-00061 Project MASON C OU N TY PW MAIN T BL D G 4 Engineer Location SH ELTON, WA Architect client MASON COUNTY PUBLIC WORKS contractor R OGN L INS Field Data Site Nix 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 hix No. 01500 Conc. Air Cem.lbs. 427 Temp. Temp. Unit F.Ash lbs. - Tme Truck# Ticket# %Air Skimp (F) (F) Wt. 2:00 M127 24160 - 3 66 44 - C.agg.lbs. - C.agg.lbs.2 1698 C.apy.lbs.3 - Sand lbs. 1384 Water 25 Placement Area Admixture - Footings walls Columns Grade Beams Other SlablDeck Slab Pilings Other Air Ent.(ozlewt.) - Grids BUILDING 4 SPREAD COLUMN FOOTINGS ON LINES 1,3,A,E. INSPECTED R ESTEEL, PLACEMENT water Added on Job(gals.) 10 &CONSOLIDATION. Field Test Methods Remarks SAMPLED AT 18 OF 18 YARDS PLACED @ LINE 3 ASTM C143 ®, ASTM C1 M C1064 ®. ASTM C173 ❑. ❑, 73 ASTM C31 ®• Other O inspector JONATHAN BAAS Reviewed By Laboratory Data Design Strength 3000 Date Specimens Rec'd. 12-17-2007 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Din. Area Load Str.(psi) Set# By Type ASTM C39 ❑ P13603- 12/21/07 7 4X8 12.58 40495 3,220 TBH 2 ASTM C109 0 P13603 01/11/08 ASTM C617 ❑ 28 4X8 12.59 62345 4,950 TBH 2 ASTM C1231 ❑ P13603- 01r11/08 28 4X8 12.59 59850 4,750 TBH 1 ASTM C1019 ❑ P13603- 01n1/08 28 4X8 12.59 61100 4,850 TBH 2 Other P13603 Compressive P13603 Flexural P13603- P13603- Test Results Remarks FR 91715 Conforming Non-Conforming Results Reviewed By Date Reviewed Codes for Break Types: 1.Cone N 2.Cone&Split 0 3.Cone&Shear ® 4.Shear z 5.Columnar(Split) - -- ------ - - (10/28/2008) Larry Waters CONCRETE.pdf _ Page 1 Krazan & Associates, Inc. 1230 Finn Hill Rd NW Suite A, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-07228 Cyl.Code P13489 Pour Date 11-13-2007 Report No. 28636 weather CLEAR Jurisdiction MASON CO Permit No. COM 2007-00061 #4 Project MASON C O MAIN T FAC IL ITY Engineer Location Architect client MASON COUNTY PUBLIC WORKS contractor R OGN L IN Field Data Site Mix Reported Batch Data Supplier MILES S&G Plant No. 208 Cement Type I &II Concrete X Mortar Grout Flex Beams design Actual X Prisms Grouted Ungrouted Other PAx No. 026006 Conc. Air Cem.lbs. 564 Temp. Temp. Unit F.Ash lbs. Time Truck# Ticket# %,Air Slump (F) (F) wt. 11:30 M079 23679 1.5 59 50 C.egg.lbs, C.egg.lbs.2 1850 C.egg.lbs.3 Sand lbs. 1495 Water 25 Placement Area 34 Admixture Footings walls Columns Grade Beams Cher SlablDeck Slab Pilings Other Air Ent.(ozlcwt.) Grids SLAB FOR WASH BAY PIT. #4 @ 12 O.C., SU PPOR TED ON D OBIES. WATER STOP IN PLAC E. water Added on Job(gals.) 0 PLACED BY TRUCK CHUTE. Field Test Methods Remarks CONSOLIDATED BY HAND R OD D IN G. 4 YARDS ASTM C1 ASTM C1 ❑, ASTM C10 6 4 W($, ASTM C173 ❑. W/C=0.37 ASTM C31 ® Other Inspector PEN N SEELY Reviewed By Laboratory Data Design Strength 4000 Date Specimens Rec'd. Cyt Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Din. Area Load Str.(psi) Set# By Type ASTM C39 ❑ P13489- 11/20ro7 7 4X8 12.59 62705 4,980 TBH 1 ASTM C109 ❑ P13489- 12/11/07 28 4X8 12.59 78870 6,260 TBH 2 ASTM C617 ❑ ASTM C1231231 ❑ P13489- 12/11/07 28 4X8 12.59 81005 6,430 TBH 1 ASTM C1019 ❑ P13489- 12/11/07 28 4X8 12.59 79940 6,350 TBH 1 Other P13489 Compressive P13489 Flexural P13489- P13489- Test Results Remarks FR93473 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 P 5.Columnar(Split) (10/28/2008) Larry Waters - CONCRETE.pdf Page 2 Krazan & Associates, Inc. 1230 Finn Hill Rd NW Suite A,Poulsbo, WA 98370 (360)-598-2126 Project No. 106-07228 Cyl.Code P13492 Pour Date 11-15-2007 Report No. 28151 Weather RAIN Jurisdiction MASON COUNTY Permit No. COM 2007-00061 Project MASON CO MAIN T Engineer Location SH ELTON, WA Architect client MASON COUNTY PUBLIC WORKS contractor R OGN L IN S Field Data Site Nix Reported Batch Data Supplier MILES Plant No. Cement Type I &I I Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted other Moc No. 2550 Conc. Air corn.lbs. 574 Temp. Temp. Unit F.Ash lbs. - Tme Truck# Ticket# %Air Skimp (F) (F) Wt. 1:15 M002 23730 5 64 56 - C.agg.lbs. - C.agg.lbs.2 1 834 C.agg.lbs.3 - Sand lbs. 1447 Water 69 Placement Area Admixture 16 Footings Walls Columns Grade Beams Other - Slab/Deck Slab Pilings Other Air Ent.(ozlowt.) - Grids BLDG 4 WASH PIT WALLS. GRID 2 ATA.75. INSPECTED R ESTEEL, CHUTE PLACEMENT & Water Added on Job(gals.) 3 VIBRATION. Field Test Methods Remarks TOTAL 2.5 YAR D S PLAC ED ABOVE ASTM C143 ®, ASTM C138 ❑, ASTM C1064 ®, ASTM C173 ❑, ASTM C31 ®• Other inspector JON ATH AN BAAS Reviewed By Laboratory Data Design Strength 4000 Date Specimens Rec'd. 11-16-2007 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Din. Area Load Str.(psi) Set# By Type ASTM C39 ❑ P13492- 11121ro7 6 4X8 12.56 39695 3,160 TBH 5 ASTM C109 0 P13492- 12114/07 P9 4X8 12.56 64430 5,130 TBH 2 ASTM C El ASTM C123231 ❑ P13492- 12/14/07 29 4X8 12.56 61815 4,920 TBH 2 ASTM C1019 ❑ P13492- 12114/07 29 4X8 12.56 63120 5,030 TBH 1 Other P1 3492- Compressive P1 3492- Flexural P1 3492- P1 3492- Test Results Remarks FIR93514 Conforming Non-Conforming Results Reviewed By Date Reviewed Codes for Break Types: 1.Cone M 2.Cone&Split 0 3.Cone&Shear H 4.Shear z 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 P13733 Pour Date 1-15-2008 Report No. 27861 Weather CLEAR Jurisdiction MASON COUNTY Permit No. COM 0007-00061 Project MASON COUNTY PW MAINT FAC Engineer Location SHELTON, WA Architect Client MASON COUNTY PW Contractor ROGLINS Field Data Site Mix Reported Batch Data Plant No. 208 Cement Type I & I I Supplier MILES Design Actual X Concrete X Mortar Grout Flex Beams Conc. Air 0255 Other Mix No. Prisms Grouted Ungrouted 513 Cem.lbs. Temp. Temp. Unit F.Ash lbs. - Time Truck# Ticket# %Air Slump (F) (F) Wt. C.agg.lbs. 1872 9:00 M088 135240 5 71 30 - C.agg.lbs.2 C.agg.lbs.3 - Sand lbs. 1586 -- -------- --— ----- - - Water 24 16 _ -----—�Placement Area Admixture Footings Walls Columns Grade Beams Other 31 Slab/Deck Slab Pilings Other Air Ent.(oz/cwt.) Grids SAMPLED @ S.O.G. 3/13 R/S PER PLAN AND Water Added on Job(gals.) 0 DETAIL. — Field Test Methods CAST BY CLIENT ASTM C143 ASTM C138 Q Remarks PLACED VIA PLACING BOOM AND MECH. CONS. ASTM C1064 ASTM C173 Q W/C=.45 ASTM C31 Other Items Inspected Inspector AARON CLYDE Reviewed By Conforming Non-Conforming Laboratory Data Design Strength Date Specimens Rec'd. 1-16-2008 Length Max. Comp. Tested Break Lab Test Method Cyl. Test Dia Code Date Age Dim. Area Load Str.(psi) Set# By Type ASTM C39 P13733- 01/22/08 7 4X8 12.50 54225 4,340 JS 5 10 ASTM C17 P13733- 02/12/08 28 4X8 12.50 20620 5,620 AC 4 ASTM C1231 AC 1 ASTM C1019 O P13733- 02/12/08 28 4X8 12.50 71610 5,700 Other P13733- 02/12/08 28 4X8 12.50 71115 5,660 AC 3 — P13733- I x Compressive P13733- L Flexural P13733- LL Test Results P13733- x Conforming Remarks FR 94845 Non-Conforming Results Reviewed By1J Date Reviewed �g FLB Codes for Break Types: 1. Cone 2.Cone&Split 3. Cone&Shear 4. Shear 5. Columnar(Split) Krazan & Associates, Inc. 2071 hate Hwy. 305 N.E. Suite 3C, Poul ), WA 98370 (360)-598-2126 Project No. 106-07228 Cyl.Code P13492 Pour Date 11-15-2007 Report No. 28151 Weather RAIN Jurisdiction MASON COUNTY Permit No. COM 2007-00061 Project MASON CO MAINT Engineer Location SHELTON, WA Architect Client MASON COUNTY PUBLIC WORKS contractor ROGNLINS Field Data Site Mix Reported Batch Data Supplier MILES Plant No. Cement Type I & II Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other Mix No. 2550 Conc. Air Cem.lbs. 574 Temp. Temp. Unit Time Truck# Ticket# %Air Slump (F) (F) WL F.Ash lbs. - 1.15 M002 23730 5 64 56 - C.agg.lbs. - C.agg.lbs.2 1834 C.agg.lbs.3 - Sand lbs. 1447 Water 69 Placement Area Admixture 16 Footings Walls Columns Grade Beams Other - Slab/Deck Slab Pilings Other Air Ent(oz/cwt) - Grids BLDG 4 WASH PIT WALLS. GRID 2 AT A.75. INSPECTED RESTEEL, CHUTE PLACEMENT & Water Added on Job(gals.) 3 VIBRATION. Field Test Methods Remarks TOTAL 2.5 YARDS PLACED ABOVE ASTM C143 X ASTM C138 p ASTM C1064 ® ASTM C173 p ASTM C31 ® Other - Items Inspected Inspector JONATHAN BAAS Reviewed By 1?7' -X Conforming Non-Conforming Laboratory Data Design Strength 4000 Date Specimens Rec'd. 11-16-2007 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Dim. Area Load Str. (psi) Set# By Type ASTM C39 E9 P13492- 11/21/07 6 4X8 12.56 39695 3,160 TBH 5 ASTM C109 p P13492- 12/14/07 29 4X8 12.56 64430 5,130 TBH 2 ASTM C617 p ASTM C1231 X P13492- 12/14/07 29 4X8 12.56 61815 4,920 TBH 2 ASTM C1019 p P13492- 12/14/07 29 4X8 12.56 63120 5,030 TBH 1 Other P13492- X Compressive P13492- Flexural P13492- P13492- Test Results Remarks FR 93514 Conforming Results Reviewed By 16 Date Reviewed �� Non-Conforming Codes for Break Types: 1. Cone 2. Cone&Split ® 3.Cone&Shear 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 P13603 Pour Date 12-14-2007 Report No. 28158 Weather OVERCAST Jurisdiction MASON COUNTY Permit No. 2007-00061 Project MASON COUNTY PW MAINT BLDG 4 Engineer Location SHELTON, WA Architect Client MASON COUNTY PUBLIC WORKS Contractor ROGNLINS 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. 01500 Conc. Air Cem.lbs. 427 Temp. Temp. Unit F.Ash Ibs. - Time Truck# Ticket# %Air Slump (F) (F) Wt. 2:00 M 127 24160 - 3 66 44 - C.agg.lbs. - C.agg.lbs.2 1698 C.agg.lbs.3 - Sand lbs. 1384 _ Water 25 Placement Area Admixture - Footings Walls Columns Grade Beams Other - Slab/Deck Slab Pilings Other Air Ent.(oz/cwt.) - Grids BUILDING 4 SPREAD COLUMN FOOTINGS ON LINES 1,3,A,E. INSPECTED RESTEEL, PLACEMENT Water Added on Job(gals.) 10 & CONSOLIDATION. Field Test Methods Remarks SAMPLED AT 18 OF 18 YARDS PLACED @ LINE 3 ASTM C143 ® ASTM C138 ASTM C1064 ® ASTM C173 O ASTM C31 ®. Other ---— ---- Items Inspected Inspector JONATHAN BAAS Reviewed By'?/ �a Conforming Non-Conforming Laboratory Data Design Strength 3000 Date Specimens Rec'd. 12-17-2007 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Dim. Area Load Str.(psi) Set# By Type ASTM C39 P13603- 12/21/07 7 4X8 12.58 40495 3,220 TBH 2 ASTM C109 ❑ P13603- 01/11/08 28 4X8 12.59 62345 4,950 TBH 2 ASTIVI ASTM C617 l P13603- 01/11/08 28 4X8 12.59 59850 4,750 TBH 1 ASTM C1019 p P13603- 01/11/08 28 4X8 12.59 61100 4,850 TBH 2 Other P 13603- Compressive P13603- Flexural P13603- P13603- Test Results Remarks FR 91715 Conforming �,��d Results Reviewed By Y4 Date Reviewed j (,f Non-Conforming Codes for Break Types: 1. Cone r] 2. Cone&Split 11 3.Cone&Shear 4. Shear 11 5. Columnar(Split) Krazan & Associates, Inc. 2071/ `.ate Hwy. 305 N.E. Suite 3C, Pouls' WA 98370 (360)-598-2126 Project No. 106-07228 Cy►.Code P13489 Pour Date 11-13-2007 Report No. 28636 Weather CLEAR .Jurisdiction MASON CO Permit No. COM 2007-00061 #4 Project MASON CO MAINT FACILITY Engineer Location Architect Client MASON COUNTY PUBLIC WORKS Contractor ROGNLIN Field Data Site Mix Reported Batch Data Supplier MILES S&G Plant No. 208 cement Type I II Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other Mix No. 026006 Conc. Air Cem.lbs. 564 Temp. Temp. Unit Time Truck# Ticket# %Air Slump (F) (F) yWt F.Ash lbs. 11.30 M079 23679 1.5 59 50 C.agg.lbs. C.agg.lbs.2 1850 C.agg.lbs.3 Sand lbs. 1495 Water 25 Placement Area - — ------- - Admixture 34 Footings Walls Columns Grade Beams Other Slab/Deck Slab Pilings Other Air Ent.(ortcwt.) Grids SLAB FOR WASH BAY PIT. #4 @ 12 O.C., SUPPORTED ON DOBIES. WATER STOP IN PLACE. Water Added on.lob(gals.) 0 PLACED BY TRUCK CHUTE. Field Test Methods Remarks CONSOLIDATED BY HAND RODDING. 4 YARDS ASTM C143 ® ASTM C138 ❑ ASTM C1064 0 ASTM C173 ❑ W/C=0.37 ASTM C31 ® Other O Items Inspected Inspector PENN SEELY Reviewed By x Conforming Non-Conforming Laboratory Data Design Strength 4000 Date Specimens Rec'd. Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Dim. Area Load Str.(psi) Set# By Type 11 ASTM C39 Is P13489- 11/20/07 7 4X8 12.59 62705 4,980 TBH 1 ASTM C109 0 P13489- 12/11/07 28 4X8 12.59 78870 6,260 TBH 2 ASTIVI ASTM C1231 ,9 P13489- 12/11/07 28 4X8 12.59 81005 6,430 TBH 1 ASTM C1019 0 P13489- 12/11/07 28 4X8 12.59 79940 6,350 TBH 1 Other P13489- X Compressive P13489- Flexural P13489- P13489- Test Results Remarks FR93473 x Conforming All Non-Conforming Results Reviewed By Date Reviewed 19�� • Codes for Break Types: 1. Cone " 2. Cone&Split 1 3. Cone&Shear E 4. Shear 1/1 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 P13682 Pour Date 1-2-2008 Report No. 33278 weather OVERCAST Jurisdiction MASON COUNTY Permit No. COM2007-00061 Project MASON COUNTY PW MAINT FAC Engineer Location SHELTON, WA Architect Client MASON COUNTY Contractor ROGNLIN 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. 02550 Conc. Air Cem.lbs. 515 Temp. Temp. Unit F.Ash lbs. - Time Truck# Ticket# %Air Slump (F) (F) wt. 9:10 085 24294 3.5 54 44 - C.agg.Ibs.C.agg.lbs.2 - C.agg.Ibs.3 1862 Sand lbs. 1469 --- _-_-- Water 28.0 Placement Area Admixture 16.4 Footings Walls Columns Grade Beams Other 31.2 Slab/Deck Slab Pilings Other Air Ent.(oz/cwt.) - Grids MONO SLAB ON GRADE 1 TO 3 AND B TO E. -- -- ----- - SAMPLED AT EDGE OF E Water Added on.lob(gals.) 10 Field Test Methods Remarks PLACED BY PUMP - MECH CONSOL SAMPLED AT 9 ASTM C143 N. ASTM C138 ❑ ASTM C1064 ® ASTM C173 ❑ YARDS OF 70 TOTAL W/C=.44 ASTM C31 ® Other -- - Items Inspected Inspector WILLIAM UGOLINI Reviewed By� Conforming Non-Conforming Laboratory Data Design Strength 4000 Date Specimens Rec'd. 1-3-2008 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Dim. Area Load Str. (psi) Set# By Type ASTM C39 P13682- 01/09/08 7 4X8 12.47 60305 4,840 TBH 5 ASTM C109 11 P13682- 01/30/08 28 4X8 12.57 77195 6,140 JS 1 ASTM C617 ❑ ASTM C1231 P13682- 01/30/08 28 4X8 12.57 76395 6,080 JS 4 ASTM C1019 P13682- 01/30/08 28 4X8 12.57 76795 6,110 JS 4 Other P13682- �C Compressive P13682- Flexural P13682- P13682- Test Results Conforming Remarks FR 92018 r- Non-Conforming Results Reviewed By Date Reviewed�� Codes for Break Types: 1. ConeF1 2. Cone&Split 0 3. Cone&ShearF1 4. Shear 5. Columnar(Split) krazali & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-07228 Cyl. Code P13705 Pour Date 1-8-2008 Report No. 33294 weather OVERCAST Jurisdiction MASON COUNTY Permit No. COM 2007-00061 Project MASON COUNTY PW MAINT FAC Engineer Location SHELTON, WA Architect Client MASON COUNTY PW Contractor ROGNLIN Field Data Site Mix Reported Batch Data supplier MILES S & G Plant No. 208 Cement Type I & I I Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other Mix No. 01500 Conc. Air Cem.lbs. 470 Temp. Temp. Unit F.Ash lbs. Time Truck# Ticket# %Air Slump (F) (F) wt. 1:05 M081 24350 3 56 39 - C.agg.lbs. C.agg.lbs.2 1877 C.agg.lbs.3 Sand lbs. 1502 _ Water 26.4 Placement Area Admixture Footings Walls Columns Grade Beams Other Slab/Deck Slab Pilings Other Air Ent.(oz/cwt.) Grids BLDG. 4 COLUMN FOOTINGS TYPE 3.0 & 6.0 ON — - GRIDS A & A.5. REINFORCEMENT PER Water Added on Job(gals.) 6 STRUCTURAL SCHEDULE AB'S IN PLACE. Field Test Methods Remarks 7 YARDS PLACED BY TRUCK CHUTE VIBRATED ASTM C143 ® ASTM C138 p. W/C-0.48 ASTM C1064 ® ASTM C173 0. ASTM C31 ® Other Items Inspected inspector PENN SEELY Reviewed By x Conforming Non-Conforming Laboratory Data Design Strength 3000 Date Specimens Rec'd. 1-9-2008 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Dim. Area Load Str. (psi) Set# By Type ASTM C39 � P13705- 01/15/08 7 4X8 12.57 44970 3,580 JS 1 ASTM C109 ' p P13705- 02/05/08 28 4X8 12.63 64115 5,080 JS 1 ASTM C617 0 ASTM C1231 P13705- 02/05/08 28 4X8 12.63 61000 4,830 JS 1 ASTM C1019 p P13705- 02/05/08 28 4X8 12.63 62558 4,950 JS 1 Other P13705- X compressive P13705- Flexural P13705- P13705- Test Results Remarks '>< Conforming C� Non-Conforming Results Reviewed By 1116 Date Reviewed ��/ Codes for Break Types: 1.Cone 2. Cone& Split 3. Cone&Shear 4. Shear 5. Columnar(Split) WIS DATE 215108 NO. 8080 WELDING INSPECTION SERVICES Inspection, NOE,Testing PROJECT Maintenance Facility Buildin 4,6,7 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 Rain TEMP. 37 F TO PRESENT AT SITE Contractor Krazan and Associates, Inc. Rognlin Inc. PERMIT NO. COM2007-00061,00062,00064 Building Official-Mason County Krazan .iob No. 106-07-228 SPECIAL HS BOLTING INSPECTION Requested by Krazan for special HS bolting inspection at the project. Arrived at the site 0930 hours. Reviewed drawing details Behlen pre-engineered buildings 4, 6 and details for building 7 (no HS bolts in building 7). Findings; Building 6 Covered Storage, 2 main frames, 2 end frames, portal frames. HS A325 Hex bolts installed per specifications and connections brought to a snug tight condition, plates tight together. HS bolting meets requirements. Noted and marked several anchor bolts at columns not tight. Observed bolting crew tighten all anchor bolts-OK. Building 7 Pump House. No HS bolts required. Verified light gauge rafter connection clips installed and screwed per specifications. Building 4 Vehicle Wash, 4 main frames, 2 end frames, portal frames. HS A325 Hex bolts installed at main, end and portal frames. Connection plates tight together, conforms to snug tight condition per specifications. HS A325 bolts manufactured by NB, YHC. QC 1 !(_14f Tti n.(arvrfas ;33i1FQno�i i i Ken Havens, Senior Inspector, AWS/CWI, ASNT III SIGN %-- K' - � F��_�D REPORT NO: `. .., KXaZan & Associates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: N J CONTRACTOR: Ij PROJECT#: 'd JURISDICTION: G PROJECT: D PERMIT#: D --CXto 1 LOCATION: U INSPECTOR: KRAZAN PROJECT MANAGER: WEATHER: EMP: t ,�_15 Cam-/ LA NJV) fl -�2 IIE'D' PRE 7Inn z� 1 ISM � ® a.so�s Equipment/Asset Number(s): To the best of my knowledge,the abo eWAS WAS NOT performed In accordance with the 1�7 lans,specificatkxu,and regulatory requirements. Superintendent/Representative: Technician: Serving the Western UnitekF� s 130/Field Rspprtdpc Revision I Effective Date:5lZ5/OS r duced in env faint without dw written permission pf the c1nnt and Ktazan&As50ciatts. FIELD REPORT NO: -.,. aZM & Associates , Inc ._ GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION l� DATE: r I S ra CONTRACTOR: PROJECT#: JURISDICTION: PROJECT � M _ PERMIT#: 'r-b A 2.F'i07 LOCATION:� �C..���rr--�� _� INSPECTOR: <Zroliq KRAZAN PROJECT MANAGER: WEATHER: _ �(�� TEMP: , 4�NF��2� I' PLAGB VGA per' O}..1 2. S n u eke - 613Ar> 2 Equipment/Asset Number(s): To the best of my knowledge,the abo /WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. i Superintendent/Representative: Technician: Serving the Western Unite es ISO/Field Report,doe Revision 1 Effective Date:525/05 4 The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written pennksion of the client and Krazan&Associates. j` FIELD REPORT NO: "Kr'aZaiZ & Associates , Inc . GEOTECHmcAL ENGINEERING a ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: /.3 o2e-7 7 CONTRACTOR: /CO(gyel1/ PROJECT#: ���— 47� �' JURISDICTION: Mkl*' i'! 601 PROJECT. AW0A"son/ 40 �g�'�7 f�C• PERMIT#: G J 7eV7`' LOCATION: SWK470`141 INSPECTOR: Oe KRAZAN PROJECT MANAGER: J�/3 WEATHER: CZ45,4/Z TEMP: SRO 1W �S/ �J� S/��G�r>�C �l�i�S�OEG7 ioiS/ 011 pLftGEvtlfN> ,�T �i f_ s[.A6 fy� 41gsN �d�-t� �iT iP�••y�-���•�^�r Z�g NoYf D/✓ ?,0027.ky 4✓ - o, O a 6 0 0 6 G sacs %�� tveg. Can' 7.� TEs�,E,v /� `�Ti_-'�H ��e�-T•� �3N� S'Lur��e ONE SLT d� u2 GfJU�vdE,eS e, -sT, G�1✓Df-,Z N�'Ii4Nfib�£fS �'oiG iA-- 9S°o CayK,p�FG�ip�. /�F`,Esef%/✓� GrJj'yl�i��/DN /t���`�T'20.f.�0 Equipment/Asset Number(s): /3010 3 To the best of my knowledge,the abov WA /WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: Serving the Western United States /,��/J 1501 Field Report.doc Revision 1 1 1 Effective Date:5/25RI5 The information provided on this report is prepared fur the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Kmzan&Associates. COMPACTION %16_98 I<XaZan & Associates , Inc . REPORT NO.: r 0 ,530 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: /,'� NWT PM,5/2 -' 0- - CONTRACTOR: PROJECT#: tote- 0,,pp7 .2 .1 a PERMITN0: `1INSPECTOR: -____ ,_✓ -_ -- PROJECT: 4;-TA" CO. A �i4�/G/T __ INSPECTOR: - �//y.N SS/_'E[� - — LOCATION: d10147VAI -- JURISDICTION: 6-0 KRAZAN PROJECT MANAGER: �� _._-_ _-_-_____- WEATHER: C L/GAl< _ - TEMP: SOU ❑ WASHINGTON DENSOMETER ❑ SANDCONE �9 NUCLEAR TEST X OTHER Fie 9-.PV 73 LOCATION MAP I1J E Paved Areas (circle one): Sub /Agg /Asphalt_ - ,,V*Sl+ T _❑ Building Pad (s) _ 01 ❑ Other Trenches (circle one Sewer Water/Storm Drain/Utly Curve Unified Soils Classification Max Dry Opt Density Moisture 3 NaTivF Test Elevation Location(Comments) Curve ModeT Density Mist Percent Required DepthI Compaction a.0 9 9 S� /Ya. 3 so iQv - Y i33.9 6. ;L 96 - -- Map Location: Curve Test Method: _�S�-' 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.Std / �� locations and elevations shown and indicate relative compaction at those locations. Horizontal and Count Densities 6 -_ vertical limits of the compacted area were determined by others.Our firm does not guarantee earthwork Daily Avg.Stcl 4_ 0 or paving construction,nor does our work relieve the contractor's responsibility to conform to the Count moisture - approved project plans and specifications. Gauge# /30 d.3 To the best of my knowledge,the abo W WAS NOT performed In accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: S1tic.� Serving the Western United States I501 Compaction Rcport.dtx Revision I Effective Datea 1/3/fM Tkr inii..m...:....n.nviA.A nn this R..nn i.n.—d for the-0-ive nso of the elieni.This rennrt may not be reproduced in am format without the written permission of the client and Kra7,en&Axsoeiales. FIELD REPORT NO: �Krazatz & Associates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION _ t' DATE: _ y CONTRACTOR: PROJECT#: C- /y L;2R e'? JURISDICTION: ,�1,4,��j C � PROJECT: �`�'y CO al PERMIT#: r.7 7 LOCATION: CLJ INSPECTOR: OIL!` ( .e,r�/ KRAZAN PROJECT MANAGER: %X:?733 WEATHER: e5?('� TEMP: y %: .rt i VlzZ C eez?-`' c5•fl�%`��/yi�i ?C y e'e Qn� gCef;77 Or' Z-V e t , 15446 C QJ 6<44f I Ta a,o ' c: i? � r� r b�l/�f r' �y�� l�I�%�;/�f n�i��>�c �i Lei 13xw e +t c'_22S 7— ef, 3), Equipment/Asset Number(s): To the best of my knowledge,the above WAS/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: Serving the Western United States 1501 Fiedd Reporr.doc Revision I Effective Date:5/25/05 GGG The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written pemtission of the client and Krazan&Associates. KraZan & Associates , Inc . FIELD REPORT NO: GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: �A- Al o20O6 CONTRACTOR: PROJECT#: l0 - O 7 0'�a 8 JURISDICTION: 1/rIl�sort Co - PROJECT.f'1'l/}san C- /-uelIr 4Jk5- k"11-IA,7: PERMIT#: c a-k-,7 o2od- - O O vG / LOCATION: 5YE4-7-0A1 W 61- INSPECTOR: PF_N1y KRAZAN PROJECT MANAGER: .�i3 WEATHER: O '�7�-4-s -7"-- TEMP: !J�! ,5'/7:6 fe2 cTiD^/ Cl= Co/u wr,v /�oT�N65 19-7- /� yG 4� GAP/�S f /a. S; moo ti•v6 7'yr��s o t 6. o _ fG,4CeP /���/�/�ORGFl�v[�NT ��WO ANG/fd2 /.4DGT3 !� /`DGi�GE �$�RuGTuI2 RG Ole/9W1Alto /C;i-eti�L/G SU�.cdtcG E. 7. O Y,a-,t jo s GF sWlCl=-S 1,J,x wos NL AciJ ,fir ��� -1'E. ty,x Z4 ,0S' 100/SO O 119CL Co�✓c fr�TE ul�S _ C dg7�V S o Z f//0/9 TE�7 QS� f'I'J�G.�. iV/GEC !,1/d Ai4 Tfiolt/. Z'D �i✓CIF T GL/ l + Cris�f �a2 T�li1�j�i�i9�fL�� !/�0 J-Z"Lr l C19�S T Equipment/Asset Number(s): To the best of my knowledge,the abo WAS WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician:/,2 L Serving the Western United States 1501 Field Rrpnrt.dac Revision I Effective Date:5125/05 The information Provided on this report is prepared for the exclusive use of the client.'I%is report may not he reproduced in any format without the written permission of the client and Krazan&Associates. FIELD REPORT NO: —�K'a7all & Associates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ✓.4AI-is-oe CONTRACTOR: PROJECT#: JURISDICTION: Zoe-7 -�G/ PROJECT: /lam X/ 72"' 'PERMIT#: OJAT-11 Co . LOCATION: S.46-a-01W INSPECTOR: KRAZAN PROJECT MANAGER: WEATHER——� �� TEMP: 30 - 3'io-/3 rya r rZes7� r�sSe�lzdr3D �Grregis�/t�/Y� o� �ar� p'LS is4r..e r,esseesN DZ5So Soc1"r'Gtc3D -13 y /j?�Gcss �rs� o�S�ili�� SA�,*�� �� f`I� i chi �o C✓asi � 5� o.� �- `/"8 N � S��- ic�'Si ��siZr �� �Suct'S' Equipment/Asset Number(s): To the best of my knowledge,the abov AS WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: Serving the Western United States 1501 Fidd Reporr.doc Revision I Effective Dale.5/25/05 The infnrmatinn provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any formal without the written penmssw of the client and Krazan&Associates. (11/13/2007) Debbera Coker- FW: MCPW Bldg#4 submittals Page 1 . { From: "Gary Beckner <gbeckner@pcs-structural.com> To: <Dlc@co.mason.wa.us>, <ken.hawk@wcs-inc.com> Date: 11/12/2007 4:40 PM Subject: FW: MCPW Bldg#4 submittals Attachments: B4 anchor bolt bearing angles.pdf CC: "Bjorn Gilje" <Bjorng@HelixDesignGroup.net> From: Gary Beckner CD ' Sent: Tuesday, October 23, 2007 4:12 PM To: 'Bjorn Gilje' Subject: RE: MCPW Bldg#4 submittals /1 f re l �-j 4 �dY> ��/p ' Tl, U` We have reviewed the Behlen submittal M5984 10/12/07 with respect to our foundation design B4.S100 permit submittal. We find that the foundation is compatible with the Behlen design, with slight comment. 1. Detail 5a/S200 for this building: '/z"A.B. with D = 7"; 1/4"A.B. with D = 12"; 1"A.B. with D = 18". Provide (2) L2'/zx2x3/8x8" bearing angles for the column base anchor bolts on grids A.5, B, C, and D (Behlen base details C and D). All other locations do not require bearing angles. Refer to the supplementary bearing angle detail. 2. Detail 5/S200 shall be used instead of 5/S201. From: Bjorn Gilje [mailto:Bjorng@HelixDesignGroup.net] Sent: Friday, October 19, 2007 4:55 PM To: Gary Beckner Subject: MCPW Bldg#4 submittals Gary, Attached are the submittals for Building#4 at MCPW. His package has each drawing as a separate pdf file. Let me know how the review of the buildings are coming. Thanks, (11/13/2007) Debbera Coker- FW: MCPW Bldg#4 submittals _ _ _ Page 2 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 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 Proj ect: M G-P rV Job No: o l c�'¢'Z �Xpcs Subject: Sheet of Name: 15,1116 Structural Solutions Originating Office: ❑ Seattle EgTacorna Date: J 6l Z a/07 _e_��, --~� (3U►�DIntF� �{- I/16"cD OVER5IZED ANCHOR BOLT "D" BEARING ANGLE PUNCHED HOLE 3/4"tp 12" L2�x2x3/Sx 6" x- EQ. LONG 1114� 1 6 LE6 X AT �5G PLAI 5 -11 69105 EQ. STEEL COL. BY BOLT GAGE BLD'6 MFR EQ• PER 5TAR GA5T—I N ANCHOR BOLTS — QUANTITY, 51ZE AND A5TM A36 A156 BEARING LOCATION BY 13LO'6 MFR ANGLE ® EA. PAIR—SET OF ANCHOR BOLTS. 5EE 5GHEDULE ABOVE rT Q 5LAB (RE I NF. NOT SHOWN) Seattle 811 First Avenue,Suite 510•Seattle,WA 98104•tel:20&292.5076 wwv.pcs-structural.com Tacoma 950 Pacific Avenue,Suite 1100•Tacoma,WA 98402-tel:253.383.2797 1 t ` �L KraZan & ASSOCIATES , INC . CHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING I CONSTRUCTION TESTING & INSPECTION C `1 November 18,2008 KA Project No.: 106-07228 Permit No.:COM 2 7-OW58 Mason County Public Works Department Attn: Charles Butros P. O.Box 1850 Shelton,WA 98584 RE: Mason County Public Work &Maintenance Facility t kct Dear Mr.Butros: In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed: November 3 Concrete Report No. 34875—May Field Report No.096079 Field Report No.096142 November 10 Field Report No.096808 Concrete Report No. 33445—7 day Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, Penn Seely,Laboratory Manager Peninsula Division PS: pm Enclosures Cc: Helix Design Group-Bjorn Gilje(email) Skillings-Connolly—Bryan Ewing PCs Structural Solutions—Gary Becker(email) Rognlins Inc.—Bryce (mail) Washington Construction Services—Ken Hawk(email) Client-email With Offices Serving The Western United States 20714 State Hwy. 305 NE,Suite 3C•Poulsbo,Washington 98370•(360)598-2126•Fax: (360)598-2127 Krazan & Associates, Inc. 1230 Finn Hill Rd NW Suite A, Poulsbo, WA 98370 (360)-598-2126 Project No., 106-07228 Cyl. Code P15679 Pour Date 11/3/2008 Report No. 34875 weather OC/RAIN Jurisdiction MASON COUNTY Permit No. COM2007-00061•— Project MASON COUNTY PUBLIC WORKS Engineer Location MASON COUNTY Architect Client ROGLINE Contractor ROGLINE Field Data Site Mix Reported Batch Data Supplier MILES Plant No. 208 Cement Type ASH GROVE 1-II Concrete X Mortar Grout Flex Beams Design Actual X - Prisms Grouted Ungrouted Other Mix No. - 1500 Conc. Air Cem.lbs. - 470 Temp. Temp. Unit Time Truck# Ticket# %Air Slump (F) (F) wt. F.Ash lbs. - - 1:15 M085 141511 - 4 61 56 - C.agg.lbs. -C.agg.lbs.2 - - C.agg.lbs.3 - 1860 Sand lbs. - 1525 Water - 260 Placement Area Admixture - - Footings Walls Columns Grade Beams Other - - Slab/Deck Slab Pilings Other Air Ent.(ozfcwt.) - - Grids BLDG 4B FOOTINGS LINES A AND B Water Added on Job(gals.) Field Test Methods Remarks PLACED BY CHUTE - MECH CONSOL SAMPLED AT ASTM C143 ❑ ASTM C138 ❑ 10 YDS OF TOTAL W/C .45 ASTM C1064 ❑ ASTM C173 ❑ ASTM C31 ❑ Other Inspector BILL UGOLINI Reviewed By, Laboratory Data Design Strength 3000 Date Specimens Rec'd. 11/4/2008 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Dim. Area Load Str.(psi) Set# By Type ASTM C39 P15679- 11/10/08 7 4X8 12.63 38775 3,070 IF 2 ASTM C109 ❑ P15679- ASTM C617 [ ASTM C1231 ❑ P15679- ASTM C1019 ❑ P15679- Other P15679- Compressive P 15679- Flexural P15679- J P15679- Test Results Remarks FR 096142 Conforming Results Reviewed By�z Date Reviewed /1 ie Non-Conforming Codes for Break Types: 1.Cone 2.Cone&Split /� 3.Cone&ShearF1 4.Shear 5.Columnar(Split) FIELD REPORT NO: 096142 �AXaZM & Associates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: l�-3 -(--) 21 CONTRACTOR: CIJ4/N PROJECT#: AeV_0 2 1-;?- d JURISDICTION: S cr-3 PROJECT: Gd PCL) PERMIT#Gt'Ia00 7-0006 1 LOCATION: /II/g Gzj INSPECTOR: &/,,- L. KRAZAN PROJECT MANAGER: �TTiYl��S' WEATHER: TEMP: S1�F'•C, <� I�ND T�i� �n F' ory s.�° �}�/X¢�4L`�(7 r( cSClA�i��lr�� f1�Y J�?/��S C-O�✓Cf.'�T�: �p.J /�� rezz� 7' Z 1'rli& /.J Z_ 0� �G 7W/4.S OrJ Equipment/Asset Number(s): To the best of my knowledge,the abovOW /WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: Serving the Western United States This field report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to final sub q By signing this report,our inspector does not accept responsibility for validity of results.Some information on this report has been provided by others on site. 4( Revision 2 1502 Field.Report.doc Effective Date:11/15/07 W- FIELD REPORT NO: 096808 �..A KraZM & Associates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: tt11b 1oi5 CONTRACTOR: PROJECT#: to6-6722`a JURISDICTION: PROJECT: PERMIT#: '1Z2,+c-7 -o(_-r -L LOCATION: INSPECTOR: C.H2g-1, AL.r gCg- KRAZAN PROJECT MANAGER:.)B WEATHER: ov q-e4,r� - TEMP: 5-5- A%LX\yV0 e-,n1 4,-c �oZ 1wre�t t%c�toti Ji E c�0'a.`: BrJI.T ?LAc t=M�n�'C AN, wc. Dr Z9 F FSc LN ti PAfx,_ —3 a�Nce�: was SLR?PL,� 3Y M,LhS r\1*iS 4:61i5A FQz A " ftm-y C L G 4 CQ-�Lg¢t r i WAb P_ =), 3Y 7Q;X� CRom A�v� �/rB�AT('� ©Wr ���[� �tAS 'T�ci•c�!� i��.a0 T"a,STr v^ +-A� A .0 T-5 A?re01TL>2V_- . C.A,T antE -..VT De ra V+Z 144_1�) ro'Z 1.A8 -59-r- Cam# 3��JLls CoN1 QPcT0.7 ?,.ACgtI, 'A '10'ML 3j411 6'a-Ina !N '7115y1 (� lost L7¢R- HoLfS. Cpt7,/,Y ut>;1-) WAS klt'rl itT' t6 00-'ZC Dz,7CoCf . AL'- HODS WOZ-G Q:L6WJQ u32tJ1 HEOf ,Arm'7 THCL,> F3L0J1/J F}foA,Ne $ILL' ko4_C4 BOLTS ?L.ACZa P;rZ H%LTt tSo_ Equipment/Asset Number(s): To the best of my knowledge,the above, A /WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Tech nicia . Serving the Western United States This field report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to final su By signing this report,our inspector does not accept responsibility for validity of results.Some information on this report has been provided by others on site. Revision 2 1502 Field Reportd Effective Date:11/15/07 Krazan & Associates, Inc. 1230 Finn Hill Rd NW Suite A, Poulsbo, WA 98370 (360)-598-2126 Project No: 106-07228 Cyl.Code P15732 Pour Date 11/101200V Report No. 33445 weather OVERCAST ,Jurisdiction MASON COUNTY Permit No. FIR20070042 Project MASON CO PW Engineer \� Location MASON COUNTY Architect Client 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. 0150A Conc. Air Cam.lbs. 470 Temp. Temp. Unit F.Ash lbs. - Time Truck# Ticket# %Air Slump (F) (F) Wt. 10:50 1227 141599 - 4" 63 55 - C.agg.lbs. 1836 C.agg.lbs.2 - C.agg.lbs.3 - Sand lbs. 1355 Water 25 GAL Placement Area Admixture 3 OZ Footings Walls Columns Grade Beams Other - Slab/Deck Slab Pilings Other Air Ent.(oz/cwt) - Grids BLDG 4B PADS 1-3, E-M; SAMPLED AT G-3 Water Added on Job(gals.) 5 Field Test Methods Remarks PLACED BY CHUTE, CONSOL BY VIBRATION; ASTM C143 ❑ ASTM C138 ❑. SAMPLED 4 OF 4YDS; W/C= .45 ASTM C1064 ❑. ASTM C173 ❑ ASTM C31 ❑ Other Inspector C ALLBEE Reviewed Byd Laboratory Data Design Strength 3000 Date Specimens Rec'd. 11/12/2008 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Dim. Area Load Str.(psi) Set# By Type ASTM C39 P15732- 11/17/08 7 4X8 12.60 42010 3,330 IBF 1 ASTM C109 0 P15732- 12/08/08 28 4X8 ASTM C617 0 ASTM C1231 Er P15732- 12/08/08 28 4X8 ASTM C1019 ❑ P15732- 12/08/08 28 4X8 Other P15732- A- Compressive P15732- Flexural P15732- P15732- Test Results A- Conforming Remarks - Results Reviewed By Date Reviewed ��"�7 Non-Conforming Codes for Break Types: 1.Cone 2.Cone&Split 3.Cone&Shear 4.Shear 0 5.Columnar(Split)