Loading...
HomeMy WebLinkAboutPermit D: Inspection Reports Q NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST Specimen Transmittal Test Results Form l Engineers Land Surveyors Geologists I Construction Inspection Materials Testing I SPECIMEN CONTROL l 1 2259 NTI 717 SOUTH PEABODY, PORT ANGELES, WASHINGTON 98362, (360) 452-8491 1. Material Type: Concrete Mortar Grout Client: Nippon Paper Industries 2. of Specimens: 1 51 Special Handling:I Project: Cogeneration 3. Testing Sequence Requested (days after casting): BILLING INFORMATION Standard A Standard B Standard C Other (Specify) 7,28,28, H 7,28,28,28 28,28 7,28,28,28,H Lab Account Project Account ID NPNP 1001 -03 4. Date Cast: 1 8/23/20121 5. Cast By: LCB Project Manager Shawn West 6. Material Supplied by: ACP Contacts: Gary Holmquist: gary.holmquist @npiusa.com 7. Contractor: J.H. Kelly Russ Wilson: Russ.wilson @npiusa.com Sean Ofarrel: sofarrel @jhkelly.com _8. Date Received: 8/24/2012 9. Rec'd by: ZNS MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" ACTUAL 3" 3.0% 67.1 deg F 0745 Required Compressive Strength: 4500 PSI 28 DAYS Remarks: See attached for info for blank fields in this COMPONENTS /MISCELLANEOUS _section Concrete Mix: C -9646 No. of Sacks /CY: 6 1/2 Load Size: 9.0 CY Aggregate- Cement- Water- Admix 3/4" 15460 Ibs Cement 5510 Ibs Water 257 gal POLY997 276 oz. Eclipse: Sand 11960 Ibs MBAE90 14 oz W/C Ratio: 0.45 Location of Concrete Placement: D Footings Additional Remarks: Ticket ID: 36687 Ticket 36206 Gust 5133 Truck A60 Driver: Ron Weather: Partially overcast Temperature: 70 deg F TEST RESULTS (TO BE FILLED OUT BY NTI PERSONNEL ONLY) Specimen Specimen Test Date Tested Checked Break Total Unit Load Type Days Tested By By Type Load Area PSI A 4x8 7 8/30/2012 SRW 5 58280 12.56 4640 B 4x8 28 9/20/2012 12.56 0 C 4x8 28 9/20/2012 12.56 0 D 4x8 28 9/20/2012 12.56 0 E 4x8 Hold HOLD 12.56 0 !Comments about breaks: ei:ii NTI MA TERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST t Specimen Transmittal Test Results Form Engineers Land Surveyors Geologists Construction Inspection Materials Testing 1 SPECIMEN CONTROL I 1 2269 NTI 717 SOUTH PEABODY, PORT ANGELES, WASHINGTON 98362, (360) 452 -8491 1. Material Type: Concrete Mortar Grout Client: Nippon Paper Industries 2. of Specimens: 51 Special Handling: Project: Cogeneration 3. Testing Sequence Requested (days after casting): BILLING INFORMATION Standard A ['Standard B Standard C Other (Specify) 7,28,28, H 7,28,28,28 28,28 7,28,28,28,H Lab Account Project Account ID NPNP 1001 -03 4. Date Cast: 1 8/28/20121 5. Cast By:. LCB Project Manager Shawn West 6. Material Supplied by: ACP Contacts: Gary Holmquist: gary.holmquist@npiusa.com 7. Contractor: J.H. Kelly Russ Wilson: Russ.wilson@npiusa.com Sean Ofarrel: sofarrel@jhkelly.com 8. Date Received: 8/29/2012 9. Rec'd by: ZNS MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" ACTUAL 4 1/4" 3.4% 70.2 deg F 0800 Required Compressive Strength: 4500 PSI 28 DAYS Remarks: See attached for info for blank fields in this COMPONENTS /MISCELLANEOUS section Concrete Mix: C 9646 No. of Sacks /CY: 6 1/2 I Load Size: 9.0 CY Aggregate- Cement- Water- Admix 3/4" 15500 Ibs Cement 5490 Ibs Water 212 gal POLY997 276 oz. Eclipse: Sand 12420 Ibs MBAE90 13 oz W/C Ratio: 0.45 Location of Concrete Placement: D Footings Additional Remarks: Ticket ID: 36727 Ticket 36246 Cust 5133 Truck A61 Driver: Jason C Weather: Partially overcast Temperature: 65.1 deg F TEST RESULTS (TO BE FILLED OUT BY NTI PERSONNEL ONLY) Specimen Specimen Test Date Tested Checked Break Total Unit Load Type Days Tested By By Type Load Area PSI A 4x8 7 9/4/2012 ZNS 5 57960 12.56 4615 B 4x8 28 9/25/2012 12.56 0 C 4x8 28 9/25/2012 12.56 0 D 4x8 28 9/25/2012 12.56 0 E 4x8 Hold HOLD 12.56 0 'Comments about breaks: NT I MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST 1 •l Specimen Transmittal Test Results Form Engineers Land Surveyors Geologists p g SPECIMEN CONTROL Construction Inspection Materials Testing I 1 2251 NTI 717 SOUTH PEABODY, PORT ANGELES, WASHINGTON 98362, (360) 452.8491 1. Material Type: Concrete Mortar Grout Client: Nippon Paper Industries 2. of Specimens: 1 51 Special Handling:I Project: Cogeneration 3. Testing Sequence Requested (days after casting): BILLING INFORMATION Standard A Standard B Standard C Other (Specify) 7,28,28, H 7,28,28,28 28,28 7,28,28,28,H Lab Account Project Account ID NPNP 1001 -03 4. Date Cast: 1 8/20/2012) 5. Cast By: SRW Project Manager Shawn West 6. Material Supplied by: ACP Contacts: Gary Holmquist: gary.holmquist@npiusa.com 7. Contractor: J.H. Kelly Russ Wilson: Russ.wilson@npiusa.com Sean Ofarrel: sofarrel@jhkelly.com 8. Date Received: 8/21/2012 9. Rec'd by: SRW MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4 ACTUAL 5" 3.9% 75 deg F 1135 Required Compressive Strength: 4500 PSI 28 DAYS Remarks: See attached for info for blank fields in this COMPONENTS /MISCELLANEOUS section Concrete Mix: C 9646 No. of Sacks /CY: 6 1/2 I Load Size: 9.0 CY Aggregate- Cement- Water- Admix 3/4" 15480 Ibs Cement 5480 Ibs Water 233 gal POLY997 272 oz. Eclipse: Sand 12160 Ibs MBAE90 13 oz W/C Ratio: 0.452 Location of Concrete Placement: D Footings Additional Remarks: Ticket ID: 36660 Ticket 36179 Cust 5133 Truck A72 Driver: Jim Weather: Partially overcast Temperature: 70 deg F TEST RESULTS (TO BE FILLED OUT BY NTI PERSONNEL ONLY) Specimen Specimen Test Date Tested Checked Break Total Unit Load Type Days Tested By By Type Load Area PSI A 4x8 7 8/27/2012 ZNS 5 50120 12.56 3990 B 4x8 28 9/17/2012 12.56 0 c 4x8 28 9/17/2012 12.56 0 D 4x8 28 9/17/2012 12.56 0 E 4x8 Hold HOLD 12.56 0 (Comments about breaks: NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST 1 el Specimen Transmittal Test Results Form 1 Engineers Land Surveyors Geologists A Construction Inspection Materials Testing I SPECIMEN CONTROL I 12181 NTI 717 SOUTH PEABODY, PORT ANGELES, WASHINGTON 98362, (360) 452 -8491 1. Material Type: IN Concrete Mortar Grout Client: Nippon Paper Industries 2. of Specimens: 1 51 Special Handling:1 Project: Cogeneration 3. Testing Sequence Requested (days after casting): BILLING INFORMATION Standard A Standard B Standard C Other (Specify) 7,28,28, H 7,28,28,28 28,28 7,28,28,28,H Lab Account Project Account ID NPNP 1001 -03 4. Date Cast: 1 7/19/20121 5. Cast By: LCB Project Manager Shawn West 6. Material Supplied by: ACP Contacts: Gary Holmquist: gary.holmquist @npiusa.com 7. Contractor: J.H. Kelly Russ Wilson: Russ.wilson @npiusa.com Sean Ofarrel: sofarrel @jhkelly.com 8. Date Received: 7/20/2012 9. Rec'd by: ZNS MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" 6.5% ACTUAL 4.25" 3.8% 71.1 Deg F 0730 Required Compressive Strength: 4000 PSI 28 DAYS Remarks: See attached for info for blank fields in this COMPONENTS /MISCELLANEOUS section Concrete Mix: C 9646 No. of Sacks /CY: 6 1/2 I Load Size: 9.0 CY Aggregate- Cement- Water- Admix 3/4" 15520 Ibs Cement 5450 Ibs Water 221 gal POLY997 276 oz. Eclipse: Sand 12200 Ibs MBAE90 13 oz W/C Ratio: 0.455 Location of Concrete Placement: Conveyor Footings Additional Remarks: Designation D Ticket ID: 36335 Ticket 35854 Cust 5133 Truck A67 Driver: Dee Weather: Overcast_ Temperature: 62.1 deg F TEST RESULTS (TO BE FILLED OUT BY NTI PERSONNEL ONLY) Specimen Specimen Test Date Tested Checked Break Total Unit Load Type Days Tested By By Type Load Area PSI A 4x8 7 7/26/2012 SRW 5 58570 12.56 4663 B 4x8 28 8/16/2012 SRW 2 63800 12.56 5080 C 4x8 28 8/16/2012 SRW 5 68300 12.56 5438 D 4x8 28 8/16/2012 SRW 5 68120 12.56 5424 E 4x8 Hold HOLD 12.56 0 (Comments about breaks: D v NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST NW Specimen Transmittal Test Results Form Engineers Land Surveyors Geologists P Testing SPECIMEN CONTROL Construction Inspection Materials Testin I 12154 NT/ 717 SOUTH PEABODY, PORT ANGELES, WASHINGTON 98362, (360) 4528491 1. Material Type: Concrete Mortar Grout Client: Nippon Paper Industries 2. of Specimens: 1 51 Special Handling: Project: Cogeneration 3. Testing Sequence Requested (days after casting): BILLING INFORMATION Standard A Standard B Standard C Other (Specify) 7,28,28, H 7,28,28,28 28,28 7,28,28,28,H Lab Account Project Account ID NPNP 1001 -03 4. Date Cast: 1 6/28/20121 5. Cast By: ZNS Project Manager Shawn West 6. Material Supplied by: ACP Contacts: Gary Holmquist: gary.holmquist @npiusa.com 7. Contractor: J.H. Kelly Russ Wilson: Russ.wilson @npiusa.com Sean Ofarrel: sofarrel @jhkelly.com 8. Date Received: 6/29/2012 9. Recd by: ZNS MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" ACTUAL 4.5" 70.0 deg F 1209 Required Compressive Strength: 4000 PSI 28 DAYS Remarks: Structural Reinforcement Inspected by NTI prior to pouring concrete. All areas inspected appeared to meet project specifications. See attached for info for blank fields in this COMPONENTS /MISCELLANEOUS section Concrete Mix: C 9646R No. of Sacks /CY: 6 1/2 I Load Size: 9.0 CY Aggregate- Cement- Water- Admix 3/4" 16280 Ibs Cement 5520 Ibs Water 197 gal POLY997 272 oz Eclipse: Sand 13060 Ibs W/C Ratio: 0.449 Location of Concrete Placement: Conveyor Footing Additional Remarks: Designation D Ticket ID: 36137 Ticket 35656 Cust 5133 Truck A67 Driver: DEE Weather: Clear Temperature: 66.2 deg F TEST (TO BE FILLED OUT BY NTI PERSONNEL ONLY) Specimen Specimen Test Date Tested Checked Break Total Unit Load Type Days Tested By By Type Load Area PSI A 4x8 7 7/5/2012 LCB 3 60870 12.56 4846 B 4x8 28 7/26/2012 12.56 0 c 4x8 28 7/26/2012 12.56 0 D 4x8 28 7/26/2012 12.56 0 E 4x8 Hold HOLD 12.56 0 'Comments about breaks: I D A NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST 1. ■ik Specimen Transmittal Test Results Form Engineers Land Surveyors Geologists P g SPECIMEN CONTROL Construction Inspection Materials Testing I 12147 NTI 717 SOUTH PEABODY, PORT ANGELES, WASHINGTON 98362, (360) 4528491 1. Material Type: Concrete Mortar Grout Client:, Nippon Paper Industries 2. of Specimens: 1 51 Special Handling: Project: Cogeneration 3. Testing Sequence Requested (days after casting): BILLING INFORMATION Standard A Standard B Standard C Other (Specify) 7,28,28, H 7,28,28,28 28,28 7,28,28,28,H Lab Account Project Account ID NPNP 1001 -03 4. Date Cast: 1 6/20/20121 5. Cast By: ZNS Project Manager Shawn West 6. Material Supplied by: ACP Contacts: Gary Holmquist: gary.holmquist @npiusa.com 7. Contractor: J.H. Kelly Russ Wilson: Russ.wilson @npiusa.com Sean Ofarrel: sofarrel @jhkelly.com 8. Date Received: 6/20/2012 9. Rec'd by: ZNS MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" 6.5% ACTUAL 4.25" 6.4% 71.9 deg F 1320 Required Compressive Strength: 4000 PSI 28 DAYS Remarks: Structural Reinforcement Inspected by NTI prior to pouring concrete. All areas inspected appeared to meet project specifications. See attached for into for blank fields in this COMPONENTS /MISCELLANEOUS section Concrete Mix: C 9646 No. of Sacks /CY: 6 1/2 I Load Size: 7.0 CY Aggregate- Cement- Water- Admix 3/4" 12100 Ibs Cement 4260 Ibs Water 165 gal POLY997 212 oz Eclipse: Sand 9640 Ibs MBAE90 10 oz W/C Ratio: 0.453 Location of Concrete Placement: B Footing Additional Remarks: Designation D Ticket ID: 36043 Ticket 35562 Cust 5133 Truck A67 Driver: DEE Weather: Clear Temperature: 66.2 deg F TEST (TO BE FILLED OUT BY NTI PERSONNEL ONLY) Specimen Specimen Test Date Tested Checked Break Total Unit Load Type Days Tested By By Type Load Area PSI A 4x8 7 6/27/2012 ZNS 3 57070 12.56 4544 B 4x8 28 7/18/2012 ZNS 5 61680 12.56 4911 c 4x8 28 7/18/2012 ZNS 5 67370 12.56 5364 D 4x8 28 7/18/2012 ZNS 5 69070 12.56 5499 E 4x8 Hold HOLD 12.56 0 (Comments about breaks: G NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST �l r�jx' Specimen Transmittal Test Results Form Engineers Land Surveyors Geologists Construction Inspection Materials Testing I SPECIMEN CONTROL I 12137 NT/ 711 SOUTH PEABODY, PORT ANGELES, WASHINGTON 98362, (360) 452 -8491 1. Material Type: Concrete Mortar Grout Client: Nippon Paper Industries 2. of Specimens: 1 51 Special Handling:) Project: Cogeneration 3. Testing Sequence Requested (days after casting): BILLING INFORMATION Standard A Standard B Standard C Other (Specify) 7,28,28, H 7,28,28,28 28,28 7,28,28,28,H Lab Account Project Account ID NPNP 1001 -03 4. Date Cast: 1 6/4/20121 5. Cast By: LCB Project Manager Shawn West 6. Material Supplied by: ACP Contacts: Gary Holmquist: gary.holmquist @npiusa.com 7. Contractor: J.H. Kelly Russ Wilson: Russ.wilson @npiusa.com Sean Ofarrel: sofarrel @jhkelly.com 8. Date Received: 6/5/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" 6.5% ACTUAL 4" 6% 61.9 deg F 0740 Required Compressive Strength: 4500 PSI 28 DAYS Remarks: Structural Reinforcement Inspected by NTI prior to pouring concrete. All areas inspected appeared to meet project specifications. See attached for info for blank fields in this COMPONENTS /MISCELLANEOUS section Concrete Mix: C -9646 No. of Sacks /CY: 6 1/2 Load Size: 9.0 CY Aggregate- Cement- Water- Admix 3/4" 15420 Ibs Cement 5450 Ibs Water 189 gal POLY997 276 oz Eclipse: Sand 12480 Ibs MBAE90 23 oz W/C Ratio: 0.435 Location of Concrete Placement: Fan Base Additional Remarks: Designation C Ticket ID: 35870 Ticket 35389 Cust 5133 Truck A60 Driver: Jeff Weather: Overcast Temperature: 49.8 deg F TEST RESULTS (TO BE FILLED OUT BY NTI PERSONNEL ONLY) Specimen Specimen Test Date Tested Checked Break Total Unit Load Type Days Tested By By Type Load Area PSI A 4x8 7 6/11/2012 ZNS 3 56680 12.56 4513 B 4x8 28 7/2/2012 LCB 5 67590 12.56 5381 C 4x8 28 7/2/2012 LCB 3 67320 12.56 5360 D 4x8 28 7/2/2012 LCB 6 67100. 12.56 5342 E 4x8 Hold HOLD 12.56 0 Comments about breaks: �`iF' NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST NW Specimen Transmittal Test Results Form II Engineers Lond Surveyors Geologists P Testing SPECIMEN CONTROL NTI Construction Inspection Materials testin I I 12112 N I 717 SOUTH PEABODY, PORT ANGELES, WASHINGTON 98362, (360) 452.6491 1. Material Type: Concrete Mortar Grout Client: Nippon Paper Industries 2. of Specimens: 1 51 Special Handling:) Project: Cogeneration 3. Testing Sequence Requested (days after casting): BILLING INFORMATION Standard A Standard B Standard C Other (Specify) 7,28,28, H 7,28,28,28 28,28 7,28,28,28,H Lab Account Project Account ID NPNP 1001 -03 4. Date Cast: 1 5/7/20121 5. Cast By: LCB Project Manager Shawn West 6. Material Supplied by: ACP Contacts: Gary Holmquist: gary.holmquist @npiusa.com 7. Contractor: J.H. Kelly Russ Wilson: Russ.wilson @npiusa.com Sean Ofarrel: sofarrel @jhkelly.com 8. Date Received: 5/8/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" 4.5 -6.5% ACTUAL 5.5" 59.1 deg F 0805 Required Compressive Strength: 4500 PSI 28 DAYS Remarks: Structural Reinforcement Inspected by NTI prior to pouring concrete. All areas inspected appeared to meet project specifications. See attached for info for blank fields in this COMPONENTS /MISCELLANEOUS section Concrete Mix: C -9646 No. of Sacks /CY: 6 1/2 I Load Size: 9.0 CY Aggregate- Cement- Admix- Water 3/4" 15440 Ibs Cement 5500 Ibs Poly 997 272 oz Water 181 gal Eclipse: Sand 12440 Ibs MBAE90 40 oz W/C Ratio: 0.41 Location of Concrete Placement: Boiler Walls Additional Remarks: Ticket ID: 35555 Ticket 35074 Cust 5133 Truck A50 Driver: Bill Weather: Clear Temperature: 60 deg F TEST RESULTS (TO BE FILLED OUT BY NTI PERSONNEL ONLY) Specimen Specimen Test Date Tested Checked Break Total Unit Load Type Days Tested By By Type Load Area PSI A 4x8 7 5/14/2012 SRW 5 40410 12.56 3217 B 4x8 28 6/4/2012 LCB 5 48940 12.56 3896 c 4x8 28 6/4/2012 LCB 5 47500 12.56 3782 D 4x8 28 6/4/2012 LCB 5 48120 12.56 3831 E 4x8 56 7/2/2012 LCB 5 50670 12.56 4034 'Comments about breaks: I