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HomeMy WebLinkAboutPermit A: Compressive Strength Test Reports i�°` NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST Specimen Transmittal Test Results Form 't Engineers Land Surveyors Geologists r Construction Inspection Materials Testing SPECIMEN CONTROL I 12244 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:) 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 8/14/20121 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: 8/15//2012 9. Rec'd by: ZNS MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4 ACTUAL 3 3/4" 1.9% 74 deg F 1210 Required Compressive Strength: 4000 PSI 28 DAYS Remarks: See attached for info for blank fields in this COMPONENTS /MISCELLANEOUS section Concrete Mix: C 9646R No. of Sacks /CY: 6 1/2 Load Size: 9.0 CY Aggregate- Cement- Water- Admix 3/4" 16320 Ibs Cement 5540 Ibs Water 231 gal POLY997 276 oz. Eclipse: Sand 12660 Ibs WIC Ratio: 0.447 Location of Concrete Placement: Conveyor Footing Additional Remarks: Designation A Ticket ID: 36603 Ticket 36122 Cust 5133 Truck A67 Driver: Dee Weather: Overcast Temperature: 74 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 8/21/2012 SRW 5 67040 12.56 5338 B 4x8 28 9/11/2012 12.56 0 c 4x8 28 9/11/2012 12.56 0 D 4x8 28 9/11/2012 12.56 0 E 4x8 Hold HOLD 12.56 0 (Comments about breaks: i NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST L Specimen Transmittal Test Results Form 1 Engineers Land Surveyors Geologists r Construction Inspection Materials Testing I SPECIMEN CONTROL I 1 2231 N T 1 717 SOUTH PEABODY, PORT ANGELES, WASHINGTON 98362, (360) 452.8491 1. Material Type: Concrete Mortar Grout Client: Nippon Paper Industries 2. of Specimens: I 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 8/9/20121 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: 8/101/2012 9. Recd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" 6.5% ACTUAL 5.25" 3.2% 76.3 deg F 1225 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 Load Size: 9.0 CY Aggregate- Cement- Water- Admix 3/4" 16320 Ibs Cement 5460 Ibs Water 240 gal POLY997 276 oz. Eclipse: Sand 12680 Ibs WIC Ratio: 0.452 Location of Concrete Placement: Conveyor Footing Additional Remarks: Designation A Ticket ID: 36562 Ticket 36081 Cust 5133 Truck A50 Driver: Bill Weather: Sunny Temperature: 70.2 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 8/16/2012 SRW 5 54510 12.56 4340 B 4x8 28 9/6/2012 12.56 0 C 4x8 28 9/6/2012 12.56 0 D 4x8 28 9/6/2012 12.56 0 E 4x8 Hold HOLD 12.56 0 (Comments about breaks: NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST 1 a• Specimen Transmittal Test Results Form Engineers Land Surveyors Geologists t Construction Inspection Materials Testing I SPECIMEN CONTROL I 1 2230 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: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 8/9/20121 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: 8/101/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" 6.5% ACTUAL 3.5" 3.1% 73.6 deg F 0725 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" 16360 Ibs Cement 5630 Ibs Water 226 gal POLY997 276 oz. Eclipse: Sand 12700 Ibs W/C Ratio: 0.452 Location of Concrete Placement: Type 7 Conveyor Footing Additional Remarks: Designation A Ticket ID: 36548 Ticket 36067 Cust 5133 Truck A67 Driver: Dee Weather: Foggy Temperature: 60.1 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 8/16/2012 SRW 2 59350 12.56 4725 B 4x8 28 9/6/2012 12.56 0 c 4x8 28 9/6/2012 12.56 0 D 4x8 28 9/6/2012 12.56 0 E 4x8 Hold HOLD 12.56 0 (Comments about breaks: NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST P''' 1 Specimen Transmittal Test Results Form 1 Engineers Land Surveyors Geologists P 12196 Construction Inspection Materials Testing SPECIMEN CONTROL 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: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: 7/25/2012 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: 7/26/2012 9. Rec'd by: ZNS MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" 6.5% ACTUAL 3.25" 3.5% 74.5 deg F 1230 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" 15500 Ibs Cement 5480 Ibs Water 208 gal POLY997 276 oz. Eclipse: Sand 12260 Ibs MBAE90 13 oz W/C Ratio: 0.452 Location of Concrete Placement: Heat Recovery And Conveyor Piers Additional Remarks: Designation A Ticket ID: 36401 Ticket 35920 Gust 5133 Truck A55 Driver: Jason S. Weather: Clear, Sunny Temperature: 71.7 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 8/1/2012 SRW 4 64230 12.56 5114 B 4x8 28 8/22/2012 LCB 3 76210 12.56 6068 C 4x8 28 8/22/2012 LCB 5 75240 12.56 5990 1 D 4x8 28 8/22/2012 LCB 5 71120 12.56 5662 E 4x8 Hold HOLD 12.56 0 (Comments about breaks: A NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST Specimen Transmittal Test Results Form 1 Engineers Land Surveyors Geologists Construction Inspection Materials Testing I SPECIMEN CONTROL I 12196 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: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 7/25/20121 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: 7/26/2012 9. Rec'd by: ZNS MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" 6.5% ACTUAL 3.25" 3.5% 74.5 deg F 1230 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" 15500 Ibs Cement 5480 Ibs Water 208 gal POLY997 276 oz. Eclipse: Sand 12260 Ibs MBAE90 13 oz W/C Ratio: 0.452 Location of Concrete Placement: Heat Recovery And Conveyor Piers Additional Remarks: Designation A Ticket ID: 36401 Ticket 35920 Cust 5133 Truck A55 Driver: Jason S. Weather: Clear, Sunny Temperature: 71.7 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 8/1/2012 SRW 4 64230 12.56 5114 B 4x8 28 8/22/2012 12.56 0 c 4x8 28 8/22/2012 12.56 0 D 4x8 28 8/22/2012 12.56 0 E 4x8 Hold HOLD 12.56 0 (Comments about breaks: !ic ,r NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST 1 I Specimen Transmittal Test Results Form Engineers Land Surveyors Geologists Construction Inspection Materials Testing SPECIMEN CONTROL 12193 NTI I I 717 SOLRiI 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 7/24/20121 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: 7/25/2012 9. Rec'd by: ZNS MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" 6.5% ACTUAL 4.5" 3.7% 68.4 deg F 1010 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" 15520 Ibs Cement 5480 Ibs Water 208 gal POLY997 276 oz. Eclipse: Sand 12140 Ibs MBAE90 13 oz W/C Ratio: 0.452 Location of Concrete Placement: P2 Pier Additional Remarks: Designation A Ticket ID: 36385 Ticket 35904 Cust 5133 Truck A72 Driver: Jim Weather: Overcast Temperature: 64.2 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 7/31/2012 SRW 3 61840 12.56 4924 B 4x8 28 8/21/2012 SRW 5 68370 12.56 5443 c 4x8 28 8/21/2012 SRW 4 63070 12.56 5021. D 4x8 28 8/21/2012 SRW 5 65750 12.56 5235 E 4x8 Hold HOLD 12.56 0 (Comments about breaks: I NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST Specimen Transmittal Test Results Form Engineers Land Surveyors Geologists Construction Inspection Materials Testing I SPECIMEN CONTROL I 12193 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:) 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 7/24/20121 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: 7/25/2012 9. Rec'd by: ZNS MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" 6.5% ACTUAL 4.5" 3.7% 68.4 deg F 1010 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" 15520 Ibs Cement 5480 Ibs Water 208 gal POLY997 276 oz. Eclipse: Sand 12140 Ibs MBAE90 13 oz W/C Ratio: 0.452 Location of Concrete Placement: P2 Pier Additional Remarks: Designation A Ticket ID: 36385 Ticket 35904 Cust 5133 Truck A72 Driver: Jim Weather: Overcast Temperature: 64.2 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 7/31/2012 SRW 3 61840 12.56 4924 B 4x8 28 8/21/2012 12.56 0 C 4x8 28 8/21/2012 12.56 0 D 4x8 28 8/21/2012 12.56 0 E 4x8 Hold HOLD 12.56 0 (Comments about breaks: C v NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST Specimen Transmittal Test Results Form Engineers Land Surveyors Geologists P 12183 Construction Inspection Materials Testing SPECIMEN CONTROL 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 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. Recd by: ZNS MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" 6.5% ACTUAL 2.75" 3.0% 78.4 Deg F 1330 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" 15580 Ibs Cement 5530 Ibs Water 218 gal POLY997 276 oz. Eclipse: Sand 12220 Ibs MBAE90 13 oz W/C Ratio: 0.448 Location of Concrete Placement: P2 Pier Additional Remarks: Designation A Ticket ID: 36351 Ticket 35870 Cust 5133 Truck A71 Driver: Jeff Weather: Clear Temperature: 71.2 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 54410 12.56 4332 B 4x8 28 8/16/2012 SRW 5 68280 12.56 5436 C 4x8 28 8/16/2012 SRW 5 67880 12.56 5404 D 4x8 28 8/16/2012 SRW 5 71860 12.56 5721 E 4x8 Hold HOLD 12.56 0 (Comments about breaks: A e NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST Specimen Transmittal Test Results Form Engineers Land Surveyors Geologists x Construction Inspection Materials Testing I SPECIMEN CONTROL I 12179 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: 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 7/18/20121 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: 7/19/2012 9. Recd by: ZNS MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" 6.5% ACTUAL 3.25" 3.4% 72.7 Deg F 1200 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" 15420 Ibs Cement 5490 Ibs Water 209 gal POLY997 276 oz. Eclipse: Sand 12220 Ibs MBAE90 13 oz W/C Ratio: 0.451 Location of Concrete Placement: P2 Pier Additional Remarks: Designation A Ticket ID: 36323 Ticket 35842 Cust 5133 Truck A61 Driver: Jason C. Weather: Clear Temperature: 66.6 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 7/25/2012 SRW 5 63360 12.56 5045 B 4x8 28 8/15/2012 SRW 5 73000 12.56 5812 c 4x8 28 8/15/2012 SRW 4 76300 12.56 6075 D 4x8 28 8/15/2012 SRW 5 75980 12.56 6049 E 4x8 Hold HOLD 12.56 0 (Comments about breaks: I ire NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST ii, Transmittal Test Results Form 1 I Engineers Land Surveyors Geologists p g SPECIMEN CONTROL Construction Inspection Materials Testing I 12179 NT/ 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:) 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 7/18/20121 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: 7/19/2012 9. Rec'd by: ZNS MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" 6.5% ACTUAL 3.25" 3.4% 72.7 Deg F 1200 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" 15420 Ibs Cement 5490 Ibs Water 209 gal POLY997 276 oz. Eclipse: Sand 12220 Ibs MBAE90 13 oz W/C Ratio: 0.451 Location of Concrete Placement: P2 Pier Additional Remarks: Designation A Ticket ID: 36323 Ticket 35842 Cust 5133 Truck A61 Driver: Jason C. Weather: Clear Temperature: 66.6 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 7/25/2012 SRW 5 63360 12.56 5045 B 4x8 28 8/15/2012 12.56 0 c 4x8 28 8/15/2012 12.56 0 D 4x8 28 8/15/2012 12.56 0 E 4x8 Hold HOLD 12.56 0 (Comments about breaks: A 1t k NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST Specimen Transmittal Test Results Form 1 Engineers Land Surveyors Geologists Inspection g SPECIMEN CONTROL 12170 C onstruction Ins ection Materials Testing I NT! 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:( 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 7/11/20121 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: 7/12/2012 9. Rec'd by: ZNS MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" 6.5% ACTUAL 3.75" 3.3% 73.0 deg F 1255 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: 7.0 CY Aggregate- Cement- Water- Admix 3/4" 12000 Ibs Cement 4250 Ibs Water 185 gal POLY997 212 oz Eclipse: Sand 9460 Ibs MBAE90 10.00 oz W/C Ratio: 0.454 Location of Concrete Placement: Electrical Room Piers Additional Remarks: Designation A Ticket ID: 36252 Ticket 35771 Cust 5133 Truck A61 Driver: Jason C. Weather: Clear Temperature: 72.1 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 7/18/2012 ZNS 3 57820 12.56 4604 B 4x8 28 8/8/2012 SRW 5 69500 12.56 5533 C 4x8 28 8/8/2012 SRW 3 71240 12.56 5672 D 4x8 28 8/8/2012 SRW 3 68920 12.56 5487 E 4x8 Hold HOLD 12.56 0 'Comments about breaks: A r NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST ■l Spimen Transmittal Test Results Form i Engineers Land Surveyors Geologists r Construction Inspection Materials Testing I SPECIMEN CONTROL I 12170 N 1 717 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:) 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 7/11/20121 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: 7/12/2012 9. Rec'd by: ZNS MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" 6.5% ACTUAL 3.75" 3.3% 73.0 deg F 1255 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 Load Size: 7.0 CY Aggregate- Cement- Water- Admix- 3/4" 12000 Ibs Cement 4250 Ibs Water 185 gal POLY997 212 oz Eclipse: Sand 9460 Ibs MBAE90 10.00 oz W/C Ratio: 0.454 Location of Concrete Placement: Electrical Room Piers Additional Remarks: Designation A Ticket ID: 36252 Ticket 35771 Cust 5133 Truck A61 Driver: Jason C. Weather: Clear Temperature: 72.1 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 7/18/2012 ZNS 3 57820 12.56 4604 B 4x8 28 8/8/2012 12.56 0 c 4x8 28 8/8/2012 12.56 0 D 4x8 28 8/8/2012 12.56 0 E 4x8 Hold HOLD 12.56 0 (Comments about breaks: kiC h NTI _MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST l Specimen Transmittal Test Results Form 1 Engineers Land Surveyors Geologists Construction Inspection Materials Testing I SPECIMEN CONTROL I 12169 NT/ 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: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 7/10/20121 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: 7/11/2012 9. Rec'd by: ZNS MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4 ACTUAL 5" 3.5% 71.2 deg F 1230 Required Compressive Strength: 4000 PSI 28 DAYS Remarks: See attached for info for blank fields in this COMPONENTS /MISCELLANEOUS section Concrete Mix: C 9646R No. of Sacks /CY: 6 1/2 l Load Size: 9.0 CY Aggregate- Cement- Water- Admix 3/4" 15540 Cement 5450 Water 216 POLY997 276 oz Eclipse: Sand 12180 MBAE90 13.00 oz WIC Ratio: 0.455 Location of Concrete Placement: Electrical Room Foundation Additional Remarks: Designation A Ticket ID: 36237 Ticket 35756 Cust 5133 Truck A61 Driver: Jason C. Weather: Clear Temperature: 58.7 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 7/17/2012 ZNS 3 56100 12.56 4467 B 4x8 28 8/7/2012 SRW 4 68920 12.56 5487 C 4x8 28 8/7/2012 SRW 5 69730 12.56 5552 D 4x8 28 8/7/2012 SRW 5 61690 12.56 4912 E 4x8 Hold HOLD 12.56 0 'Comments about breaks: 1 A NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST Specimen Transmittal Test Results Form Engineers Land Surveyors Geologists Construction Inspection Materials Testing SPECIMEN CONTROL 12169 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: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 7/10/2012 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: 7/11/2012 9. Rec'd by: ZNS MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4 ACTUAL 5" 71.2 deg F 1230 Required Compressive Strength: 4000 PSI 28 DAYS Remarks: COMPONENTS /MISCELLANEOUS See attached for info for blank fields in this l I section Concrete Mix: C 9646R No. of Sacks /CY: 6 1/2 Load Size: 9.0 CY Aggregate- Cement- Water- Admix 3/4" 15540 Cement 5450 Water 216 POLY997 276 oz Eclipse: Sand 12180 MBAE90 13.00 oz WIC Ratio: 0.455 Location of Concrete Placement: Electrical Room Foundation Additional Remarks: Designation A Ticket ID: 36237 Ticket 35756 Cust 5133 Truck A61 Driver: Jason C. Weather: Clear Temperature: 58.7 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 7/17/2012 ZNS 3 56100 12.56 4467 B 4x8 28 8/7/2012 12.56 0 c 4x8 28 8/7/2012 12.56 0 D 4x8 28 8/7/2012 12.56 0 E 4x8 Hold HOLD 12.56 0 Comments about breaks: A' NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST •L 4 Specimen Transmittal Test Results Form 1 Engineers Land Surveyors Geologists 111:` Construction Inspection Materials Testing I SPECIMEN CONTROL I 12143 NTI TI 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 El 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: 6/13/20121 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: 6/14/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" 6.5% ACTUAL 4.75" 3.7% 65.6 deg F 0740 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 9646 No. of Sacks /CY: 6 1/2 l Load Size: 9.0 CY Aggregate- Cement- Water- Admix 3/4" 15540 Ibs Cement 5470 Ibs Water 226 gal POLY997 276 oz Eclipse: Sand 12420 Ibs MBAE90 13 oz W/C Ratio: 0.435 Location of Concrete Placement: Pedestal Base Additional Remarks: Designation A Ticket ID: 35949 Ticket 35468 Cust 5133 Truck A60 Driver: Jeff Weather: Clear and Windy Temperature: 60.0 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 6/20/2012 ZNS SRW 5 57500 12.56 4578 B 4x8 28 7/11/2012 ZNS 5 68980 12.56 5492 c 4x8 28 7/11/2012 ZNS 5 71050 12.56 5657 D 4x8 28 7/11/2012 ZNS 5 69030 12.56 5496 E 4x8 Hold HOLD 12.56 0 (Comments about breaks: A NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST Specimen Transmittal Test Results Form Engineers Land Surveyors Geologists P g SPECIMEN CONTROL Construction Inspection Materials Testing I 12143 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: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 6/13/20121 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: 6/14/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" 6.5% ACTUAL 4.75" 3.7% 65.6 deg F 0740 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 -9646 No. of Sacks /CY: 6 1/2 I Load Size: 9.0 CY Aggregate- Cement- Water- Admix 3/4" 15540 Ibs Cement 5470 Ibs Water 226 gal POLY997 276 oz Eclipse: Sand 12420 Ibs MBAE90 13 oz WIC Ratio: 0.435 Location of Concrete Placement: Pedestal Base Additional Remarks: Designatior A Ticket ID: 35949 Ticket 35468 Cust 5133 Truck A60 Driver: Jeff Weather: Clear and Windy Temperature: 60.0 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 6/20/2012 ZNS SRW 5 57500 12.56 4578 B 4x8 28 7/11/2012 12.56 0 c 4x8 28 7/11/2012 12.56 0 D 4x8 28 7/11/2012 12.56 0 E 4x8 Hold HOLD 12.56 0 (Comments about breaks: i A i NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST Specimen Transmittal Test Results Form Engineers Land Surveyors Geologists Y Construction Inspection Materials Testing I SPECIMEN CONTROL I 12127 NTI I 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 4,7,10,28,28,28,H Lab Account Project Account ID NPNP 1001 -03 4. Date Cast: 1 5/24/20121 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: 5/25/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" ACTUAL 4.25" 61.5 deg F 0745 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 -9646R No. of Sacks /CY: 6 1/2 Load Size: 9.0 CY Aggregate- Cement- Water- Admix 3/4" 16200 Ibs Cement 5530 Ibs Water 197 gal POLY997 276 oz Eclipse: Sand 12840 Ibs W/C Ratio: 0.435 Location of Concrete Placement: Sump Wall Additional Remarks: Ticket ID: 35821 Ticket 35340 Cust 5133 Truck A60 Driver: Jeff Weather: Clear Temperature: 44 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 5/31/2012 SRW 3 61490 12.56 4896 B 4x8 28 6/21/2012 ZNS SRW 3 75260 12.56 5992 C 4x8 28 6/21/2012 ZNS SRW 5 71870 12.56 5722 D 4x8 28 6/21/2012 ZNS SRW 5 75070 12.56 5977 E 4x8 Hold HOLD 12.56 0 Comments about breaks: A NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST Specimen Transmittal Test Results Form 1 Engineers Land Surveyors Geologists Construction Inspection Materials Testing SPECIMEN CONTROL 12121 T I N 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 11,28,28,28,H Lab Account Project Account ID NPNP 1001 -03 4. Date Cast: 1 5/18/20121 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: 5/19/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" ACTUAL 4.5" 64.7 deg F 0930 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" 16320 Ibs Cement 5450 Ibs Water 205 gal POLY997 276 oz Eclipse: Sand 128680 Ibs WIC Ratio: 0.441 Location of Concrete Placement: Boiler Slab Additional Remarks: Ticket ID: 35783 Ticket 35302 Cust 5133 Truck A43 Driver: Dave Weather: Clear Temperature: 44 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 11 5/29/2012 SRW 3 64270 12.56 5117 B 4x8 28 6/15/2012 SRW 5 75840 12.56 6038 C 4x8 28 6/15/2012 SRW 5 75940 12.56 6046 D 4x8 28 6/15/2012 SRW 5 74010 12.56 5893 E 4x8 Hold HOLD 12.56 0 'Comments about breaks: I A NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST Specimen Transmittal Test Results Form Engineers Land Surveyors Geologists P g SPECIMEN CONTROL Construction Inspection Materials Testing I 12120 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:) 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 11,28,28,28,H Lab Account Project Account ID NPNP 1001 -03 4. Date Cast: 1 5/18/20121 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: 5/19/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" ACTUAL 4.25" 62.4 deg F 0600 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" 16200 lbs Cement 5470 Ibs Water 199 gal POLY997 276 oz Eclipse: Sand 12780 lbs W/C Ratio: 0.439 Location of Concrete Placement: Boiler Slab Additional Remarks: Ticket ID: 35767 Ticket 35286 Cust 5133 Truck A60 Driver: Jeff Weather: Clear Temperature: 44 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 11 5/29/2012 SRW 5 64900 12.56 5167 B 4x8 28 6/15/2012 SRW 5 80160 12.56 6382 C 4x8 28 6/15/2012 SRW 2 77570 12.56 6176 D 4x8 28 6/15/2012 .SRW 5 76240 12.56 6070 E 4x8 Hold HOLD 12.56 0 Comments about breaks: emu' NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST L lIlI Specimen Transmittal Test Results Form 1 Engineers Land Surveyors Geologists 1 P g SPECIMEN CONTROL Construction Inspection Materials Testing I I 12127 N T 1 717 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 EStandard A Standard B Standard C Other (Specify) 7,28,28, H 7,28,28,28 28,28 4,7,10,28,28,28,H Lab Account Project Account ID NPNP 1001 -03 4. Date Cast: 1 5/24/20121 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: 5/25/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" ACTUAL 4.25" 61.5 deg F 0745 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 9646R No. of Sacks /CY: 6 1/2 Load Size: 9.0 CY Aggregate- Cement- Water- Admix 3/4" 16200 Ibs Cement 5530 Ibs Water 197 gal POLY997 276 oz Eclipse: Sand 12840 Ibs W/C Ratio: 0.435 Location of Concrete Placement: Sump Wall Additional Remarks: Ticket ID: 35821 Ticket 35340 Cust 5133 Truck A60 Driver: Jeff Weather: Clear Temperature: 44 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 5/31/2012 SRW 3 61490 12.56 4896 B 4x8 28 6/21/2012 12.56 0 C 4x8 28 6/21/2012 12.56 0 D 4x8 28 6/21/2012 12.56 0 E 4x8 Hold HOLD 12.56 0 (Comments about breaks: e NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST A. Specimen Transmittal Test Results Form Engineers Land Surveyors Geologists p g SPECIMEN CONTROL Construction Inspection Materials Testing I 12112 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: 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: 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 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. 1 Type Load Area PSI A 4x8 7 5/14/2012 SRW 5 40410 12.56 3217 B 4x8 28 6/4/2012 12.56 0 c 4x8 28 6/4/2012 12.56 0 D 4x8 28 6/4/2012 12.56 0 E 4x8 Hold HOLD 12.56 0 'Comments about breaks: 1 I /4° NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST �L Specimen Transmittal Test Results Form 1 ,Engineers Land Surveyors Geologists r Construction Inspection Materials Testing I SPECIMEN CONTROL I 12108 NTI I 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:) Project: Cogeneration 3. Testing Sequence Requested (days after casting): BILLING INFORMATION Standard A Standard B Standard G 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 4/26/20121 5. Cast By: TTA 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: 4/27/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" 4.5 -6.5% ACTUAL 6" 63 deg F 12:20AM 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 into for blank fields in this COMPONENTS /MISCELLANEOUS section Concrete Mix: C 9646R No. of Sacks /CY: 6 1/2 Load Size: 9.0 CY Aggregate- Cement- Admix- Water 3/4" 16260 Ibs Cement 5500 Ibs Poly 997 276 oz Water 188 gal Eclipse: Sand 131601bs W/C Ratio: 0.437 Location of Concrete Placement: Boiler 11 Foundation Slab Additional Remarks: Ticket ID: 35465 Ticket 34984 Cust 5133 Truck A43 Driver: Ed Weather: Overcast Temperature: 59 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 5/3/2012 LB 5 59300 12.56 4721 B 4x8 28 5/24/2012 12.56 0 c 4x8 28 5/24/2012 12.56 0 D 4x8 28 5/24/2012 12.56 0 7 E 4x8 Hold HOLD 12.56 0 !Comments about breaks: NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST j♦ Specimen Transmittal Test Results Form 1 1 Engineers Land Surveyors Geologists Construction Inspection Materials Testing I SPECIMEN CONTROL I 12107 NT/ 717 SOUTH PEABODY, PORT ANGELES, WASHINGTON 98362, (360),452 -8491 1. Material Type: 111 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 4/26/20121 5. Cast By: TTA 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: 4/27/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" 4.5 -6.5% ACTUAL 5" 61 deg F 9:45AM 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 into for blank fields in this COMPONENTS /MISCELLANEOUS section Concrete Mix: C 9646R No. of Sacks /CY: 6 1/2 Load Size: 9.0 CY Aggregate- Cement- Admix- Water 3/4" 16320 Ibs Cement 5490 Ibs Poly 997 272 oz Water 189 gal Eclipse: Sand 132201bs W/C Ratio: 0.438 Location of Concrete Placement: Boiler 11 Foundation Slab Additional Remarks: Ticket ID: 35453 Ticket 34972 Cust 5133 Truck A43 Driver: Ed Weather: Overcast Temperature: 50 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 5/3/2012 LB 5 61910 12.56 4929 B 4x8 28 5/24/2012 12.56 0 C 4x8 28 5/24/2012 12.56 0 D 4x8 28 5/24/2012 12.56 0 0-- or E 4x8 Hold HOLD 12.56 0 (Comments about breaks: I A NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST N ale Specimen Transmittal Test Results Form t En gineers Land Surveyors Geologists II Construction Inspection Materials Testing I SPECIMEN CONTROL I 12106 NTI 717 SOUTH PEABODY, PORT ANGELES, WASHINGTON 98362, (360) 452.8491 1. Material Type: 11 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: I 4/26/20121 ast By: TTA Project Manager Shawn West 6. Material Supplied by: ACP Contacts: Cop y 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: 4/27/2012 9. Recd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" 4.5 -6.5% ACTUAL 4" 58 deg F 8:15AM 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 9646R No. of Sacks /CY: 6 1/2 Load Size: 9.0 CY` Aggregate- Cement- Admix- Water 3/4" 16260 lbs Cement 5480 lbs Poly 997 276 oz Water 173 gal Eclipse: Sand 132601bs W/C Ratio: 0.425 Location of Concrete Placement: Boiler 11 Foundation Slab Additional Remarks: Ticket ID: 35442 Ticket 34961 Cust 5133 Truck A67 Driver: Jim Weather: Overcast Temperature: 47 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 5/3/2012 LB 5 65150 12.56 5187 B 4x8 28 5/24/2012 12.56 0 c 4x8 28 5/24/2012 12.56 0 D 4x8 28 5/24/2012 12.56 0 T E 4x8 Hold HOLD 12.56 0 .i 'Comments about breaks: 1 �n COMPRESSIVE STRENGTH TEST C NTI MATERIALS TESTING LABORATORY p S ecimen Transmittal Test Results Form Engineers Land Surveyors Geologists p g SPECIMEN CONTROL Construction Inspection Materials Testing I I 12105 N 1 T 1 717 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:) 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 4/25/2012 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: 4/26/2012 9. Rec'd by: TTA MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" 4.5 -6.5% ACTUAL 5.5" 6.4% 61.7 0800 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" 16340 Ibs Cement 5470 Ibs Poly 997 276 oz Water 177 gal Eclipse: Sand 11500 Ibs MBAE 90 40 oz W/C Ratio: 0.384 Location of Concrete Placement: Turbine Pedestal Additional Remarks: Ticket ID: 35427 Ticket 34946 Cust 5133 Truck A55 Driver: Dee Weather: Overcast Light Rain Temperature: 51.4 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 5/2/2012 LB SRW 5 44270 12.56 3525 B 4x8 28 5/23/2012 12.56 0 C 4x8 28 5/23/2012 12.56 0 D 4x8 28 5/23/2012 12.56 0 E 4x8 Hold HOLD 12.56 0 !Comments about breaks: NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST �t Specimen Transmittal Test Results Form l 1 Engineers Land Surveyors Geologists p g SPECIMEN CONTROL Construction Inspection Materials Testing I I 12102 N T 1 717 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:) 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 4/19/20121 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: 4/20/2012 9. Recd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4 ACTUAL 6.25" 57 deg F 1030 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 9646R No. of Sacks /CY: 6 1/2 Load Size: 9.0 CY Aggregate- Cement- Admix- Water 3/4" 17200 Ibs Cement 5450 Ibs Poly 997 276 oz Water 182 gal Eclipse: Sand 12240 Ibs W/C Ratio: 0.41 Location of Concrete Placement: Boiler Raft Slab Additional Remarks: Ticket ID: 35377 Ticket 34896 Cust 5133 Truck A59 Driver: Jason Weather: Clear Temperature: 53 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 4/26/2012 SRW 5 59810 12.56 4762 B 4x8 28 5/17/2012 12.56 0 c 4x8 28 5/17/2012 12.56 0 D 4x8 28 5/17/2012 12.56 0 w 1 E 4x8 Hold HOLD 12.56 0 \v Comments about breaks: NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST Specimen Transmittal Test Results Form It ir a Engineers Land Surveyors Geologists p g SPECIMEN CONTROL Construction Inspection Materials Testing I 12101 NT! 717 SOUTH PEABODY, PORT ANGELES, WASHINGTON 98362, (360) 452 -8491 1. Material Type: I■ 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 4/19/20121 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: 4/20/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4 ACTUAL 6" 57 deg F 0900 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 -9646R No. of Sacks /CY: 6 1/2 I Load Size: 9.0 CY Aggregate- Cement- Admix- Water 3/4" 17200 lbs Cement 5490 lbs Poly 997 276 oz Water 193 gal Eclipse: Sand 122601bs W/C Ratio: 0.41 Location of Concrete Placement: Boiler Raft Slab Additional Remarks: Ticket ID: 34884 Ticket 35365 Cust 5133 Truck A61 Driver: Brad Weather: Clear Temperature: 53 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 4/26/2012 SRW 3 60110 12.56 4786 B 4x8 28 5/17/2012 12.56 0 c 4x8 28 5/17/2012 12.56 0 D 4x8 28 5/17/2012 12.56 0 E 4x8 Hold HOLD 12.56 0 4 'Comments about breaks: I NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST 1r� Specimen Transmittal Test Results Form ir Engineers Land Surveyors Geologists P g SPECIMEN CONTROL Construction Inspection Materials Testing I 12100 N T1 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: 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 4/19/20121 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: 4/20/2012 9. Recd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" ACTUAL 4.75" 55 deg F 0710 Required Compressive Strength: 4500 PSI 28 DAYS Remarks: Structural Reinforcement Inspected by prior to pouring All areas inspected appeared to meet project specifications. See attached forinfo 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- Admix- Water 3/4" 17180 Ibs Cement 5530 Ibs Poly 997 276 oz Water 186 gal Eclipse: Sand 12200 Ibs W/C Ratio: 0.41 Location of Concrete Placement: Boiler Raft Slab Additional Remarks: Ticket ID: 35353 Ticket 34872 Cust 5133 Truck A59 Driver: Jason Weather: Clear Temperature: 46 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 4/26/2012 SRW 6 62910 12.56 5009 B 4x8 28 5/17/2012 12.56 0 C 4x8 28 5/17/2012 12.56 0 r D 4x8 28 5/17/2012 12.56 0 i E 4x8 Hold HOLD 12.56 0 (Comments about breaks: I ON t1 ri k NTI MATERIALS TESTING LABORATO COMPRESSIVE STRENGTH TEST L S pecimen Transmittal Test Results Form Engineers Land Surveyors Geologists Construction Inspection Materials Testing SPECIMEN CONTROL. f g 12099 NTI 717 SOUTH PEABODY, PORT ANGELES, WASHINGTON 98362, (360) 452.8491 I 1. Material Type: I■ Concrete Mortar Grout Client: Nippon Paper Industries 2. of Specimens: 1 51 Special Handling:1 Project: Cogeneration 3. Testing Sequence Requested (days after c i i v. BILLING INFORMATION El Standard A ❑Standard B Standard C er ;;x,. 7,28,28, H 7,28,28,28 28,28 7,28,2 ,28,-; Lab Account Project Account ID NPNP 1001 -03 4. Date Cast: 1 4/19/20121 5. Cast By: LC 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: 4/20/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4 ACTUAL 4.25" 58.6 deg F 0555 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 9646R No. of Sacks /CY: 6 1/2 I Load Size: 9.0 CY Aggregate- Cement- Admix- Water 3/4" 17160 Ibs Cement 5520 Ibs Poly 997 276 oz Water 181 gal Eclipse: Sand 119401bs WIC Ratio: 0.41 Location of Concrete Placement: Boiler Raft Slab Additional Remarks: Ticket ID: 35343 Ticket 34862 Cost 5133 Truck A55 Driver: Dee Weather: Clear Temperature: 45.4 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 4/26/2012 SRW 2 62600 12.56 4984 B 4x8 28 5/17/2012 TTA 5 59100 12.56 4705 c 4x8 28 5/17/2012 SRW 5 78540 12.56 6253 D 4x8 28 5/17/2012 SRW 5 64060 12.56 5100 E 4x8 Hold HOLD 12.56 0 Comments about breaks: I NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST Ilbio S pecimen Transmittal Test Results Form Engineers Land Surveyors Geologists P g SPECIMEN CONTROL Construction Inspection Materials Testing I I 12095 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: 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 4/12/20121 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: 4/13/2012 9. Recd by: LCB MATERIAL SPECIFICATIONS i SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" ACTUAL 5.5" 58.6 deg F 1015 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 -9646R No. of Sacks /CY:,,, 6 1/2 I Load Size: 9.0 CY Aggregate- Cement- Admix- Water 3/4" 17180 Ibs Cement 5480 Ibs Poly 997 276 oz Water 186 gal Eclipse: Sand 121201bs W/C Ratio: 0.41 Location of Concrete Placement: Stoker Pad Additional Remarks: Ticket ID: 35267 Ticket 34786 Cust 5133 Truck A61 Driver: Ron Weather: Clear Temperature: 59 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 4/19/2012 SRW 6 61000 12.56 4857 B 4x8 28 5/10/2012 SRW 5 71550 12.56 5697 c 4x8 28 5/10/2012 ry P:SRW c c .,15 71720 12.56 5710 D 4x8 28 5/10/2012 SRW 5 71010 12.56 5654 E 4x8 Hold HOLD 12.56 0 (Comments about breaks: 1 N� NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST Specimen Transmittal Test Results Form 1 Engineers Land Surveyors Geologists P g SPECIMEN CONTROL 4. Construction Inspection Materials Testing I I 1 209 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: Project: Cogeneration 3. Testing Sequence Requested (days of casting): BILLING INFORMATION Standard A Standard B Srn Other (Specify) 7,28,28, H 7,28,28,28 28,:t: t8118,H Lab Account Project Account ID NPNP 1001 -03 4. Date Cast: 1 4/12/20121 5. Cast By: Opy'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: 4/13/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4 ACTUAL 4" 58.3 deg F 0730 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 -9646R No. of Sacks /CY: 6 1/2 Load Size: 9.0 CY Aggregate- Cement- Admix- Water 3/4" 17120 Ibs Cement 5560 Ibs Poly 997 276 oz Water 177 gal Eclipse: Sand 122001bs W/C Ratio: 0.41 Location of Concrete Placement: Stoker Pad Additional Remarks: Ticket ID: 35255 Ticket 34774 Cust 5133 Truck A60 Driver: Jeff Weather: Clear.. Temperature: 50 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 4/19/2012 SRW 5 70910 12.56 5646 B 4x8 28 5/10/2012 SRW 5 75350 12.56 5999 c 4x8 28 5/10/2012 SRW 5 77310 12.56 6155 D 4x8 28 5/10/2012 SRW 5 74900 12.56 5963 E 4x8 Hold HOLD 12.56 0 1 !Comments about breaks: I y. NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST NI 4 Specimen Transmittal Test Results Form Engineers Long Surveyors Geologists p Testing SPECIMEN CONTROL Construction Inspection Materials Testin I 12092 NTI 717 SOUTH PEABODY, PORT ANGELES, WASHINGTON 98362, (360) 452.8491 1. Material Type: Concrete Mortar El 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 El Lab Account Project Account ID NPNP 1001 -03 4. Date Cast: 4/6/201 5. Cast By: LCB Project Manager Shawn West 6. Material Supplied by: i ett io Contacts: Gary Holmquist: gary.holmquist @npiusa.com 7. Contractor: J.H. Kelly C ee IF Russ Wilson: Russ.wilson @npiusa.com Sean Ofarrel: sofarrel @jhkelly.com 8. Date Received: 4/7/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" 3.5% 6.5% ACTUAL 3.75" 6.5% 53 deg F 1300 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- Admix- Water 3/4" 15520 Ibs Cement 5160 Ibs Poly 997 260 oz Water 229 gal Eclipse: Sand 10860 Ibs MBAE90 38 oz W/C Ratio: 0.371 Location of Concrete Placement: Equipment Base Additional Remarks: Ticket ID: 37493 Ticket 34704 Cust 5133 Truck A67 Driver: Jim Weather: Clear. Temperature: 59 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 4/13/2012 SRW 4 59240 12.56 4717 B 4x8 28 5/4/2012 LB 5 70200 12.56 5589 c 4x8 28 5/4/2012 LB 5 67330 12.56 5361 D 4x8 28 5/4/2012 LB 5 59220 12.56 4715 E 4x8 Hold HOLD 12.56 0 Comments about breaks: IL NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST Specimen Transmittal Test Results Form t Engineers Land Surveyors Geologists P g SPECIMEN CONTROL Construction Inspection Materials Testing I I 1 2086 NTI 717 SOUTH PEABODY, PORT ANGELES, WASHINGTON 98362, (360) 452-8491 1. Material Type: LJ Concrete Mortar Grout Client: Nippon Paper Industries 2. of Specimens: 1 31 Special Handling:) Project: Cogeneration 3. Testing Sequence Requested (days after casting): BILLING INFORMATION Standard A Standard B Standard C III Other (Specify) 7,28,28, H 7,28,28,28 28,28 28,28,28 Lab Account Project Account ID NPNP 1001 -03 4. Date Cast: 1 4/4/20121 5. Cast By: TTA Project Manager Shawn West 6. Material Supplied by: Fred Hill 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: 4/4/2012 9. Rec'd by: TTA MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN ACTUAL 50 deg F 9:15 Required Compressive Strength: 4500 PSI 28 DAYS Remarks: See attached for info for blank fields in this COMPONENTS /MISCELLANEOUS section Concrete Mix: ACG10 No. of Sacks /CY: 10 Load Size: 8.0 CY Aggregate- I Cement- Admix- Water C200 21680 Ibs C250 7460 Ibs A390 376 oz B280 201 gal Eclipse: WIC Ratio: 0.38 Location of Concrete Placement: A257 A258 Additional Remarks: Ticket ID: 174384 Ticket 18546 ._.Cust 5210 Truck 387 Driver: Jim B. Weather: Clear Temperature: 66 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 2x2 28 5/2/2012 SRW N/A 18010 4 4503 B 2x2 28 5/2/2012 SRW N/A 18500 4 4625 C 2x2 28 5/2/2012 SRW N/A 18320 4 4580 'Comments about breaks: NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST Specimen Transmittal Test Results Form ^g 1 Engineers Land Surveyors Geologists N t Construction Inspection Materials Testing I SPECIMEN CONTROL I 1 2085 NTI 717 SOUTH PEABODY, PORT ANGELES, WASHINGTON 98362, (360) 452 -8491 3 1. Material Type: Concrete Mortar Grout Client: Nippon Paper Industries 5 2. of Specimens: 1 51 Special Handling: 1 S Project: Cogeneration 3. Testing Sequence Requested (days after casting): BILLING INFORMATION Standard A Standard B Standard C Other (Specify) d 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 4/4/20121 5. Cast By: TTA 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: 4/5/25012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 3" 5" 3.5% 6.5% ACTUAL 5.5" 56 deg F 10:00 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 9646R No. of Sacks /CY: 6 1/2 Load Size: 9.0 CY Aggregate- Cement- Admix- Water 3/4" 17100 Ibs Cement 5540 Ibs Poly 997 276 oz Water 173 gal Eclipse: Sand 122601bs W/C Ratio: 0.41 Location of Concrete Placement: Generator Pad Additional Remarks: Ticket ID: 35134 Ticket 34653 Gust 5133 Truck A67 Driver: Jim Weather: Clear Temperature: 67 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 4/11/2012 SRW 3 54950 12.56 4375 B 4x8 28 5/2/2012 12.56 0 C 4x8 28 5/2/2012 12.56 0 D 4x8 28 5/2/2012 12.56 0 I E 4x8 Hold HOLD 12.56 0 `V Comments about breaks: V, t; COMPRESSIVE STRENGTH TEST y NTI MATERIALS TESTING LABORATORY IL iNLN Specimen Transmittal Test Results Form 0 I I Engineers Land Surveyors Geologists 1" P g SPECIMEN CONTROL 12084 Construction Inspection Materials Testing I I NT/ 717 SOUTH PEABODY, PORT ANGELES, WASHINGTON 98362, (360) 452 -8491 p 1. Material Type: Concrete Mortar Grout Client: Nippon Paper Industries 2. of Specimens: 1 51 Special Handling: I R Project: Cogeneration v 3. Testing Sequence Requested (days after casting): N 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 4/4/20121 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: 4/5/25012 9. Recd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 3" 5" 3.5% 6.5% ACTUAL 5.5" 52 deg F 0705 Required Compressive Strength: 4500 PSI 28 DAYS Remarks: Structural Reinforcement Inspected by N t ou 0 r� ret�. All areas inspected appeared to meet project cifl ations. See attached for info for blank fields in this COMPONENTS /MISCELLANEOUS section Concrete Mix: C 9646R No. of Sacks /CY: 6 1/2 Load Size: 8.0 CY Aggregate- Cement- Admix- Water 3/4" 17220 Ibs Cement 5450 Ibs Poly 997 276 oz Water 165 gal Eclipse: Sand 122801bs WIC Ratio: 0.41 Location of Concrete Placement: Generator Pad Additional Remarks: Ticket ID: 34638 Ticket 34638 Cust 5133 Truck A55 Driver: Dee Weather: Overcast Temperature: 37 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 4/11/2012 SRW 6 59490 12.56 4736 B 4x8 28 5/2/2012 12.56 0 C 4x8 28 5/2/2012 12.56 0 D 4x8 28 5/2/2012 12.56 0 E 4x8 Hold HOLD 12.56 0 N (Comments about breaks: I hi NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST alk Specimen Transmittal Test Results Form Engineers Land Surveyors Geologists 111:` P g SPECIMEN CONTROL Construction Inspection Materials Testing I I 12079 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 31 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 28,28,28 Lab Account Project Account ID NPNP 1001 -03 4. Date Cast: 1 3/30/20121 5. Cast By: LCB Project Manager Shawn West 6. Material Supplied by: Fred Hill 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: 3/30/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN ACTUAL 54 deg F 1100 Required Compressive Strength: 4500 PSI 28 DAYS Remarks: See attached for info for blank fields in this COMPONENTS /MISCELLANEOUS section Concrete Mix: ACG10 No. of Sacks /CY:. 10 Load Size: 4.0 CY Aggregate- I Cement- Admix- Water C200 10840 Ibs C250 3750 Ibs A390 188 oz B280 100 gal Eclipse: .11, y W/C Ratio: 0.38 Location of Concrete Placement: Auger Pile #312 Additional Remarks: Ticket ID: 174375 Ticket 18464 Cust 5210 Truck 387 Driver: Jim B Weather: Cloudy light rain Temperature: 50 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 2x2 28 4/27/2012 SRW N/A 18760 4 4690 mai B 2x2 28 4/27/2012 SRW N/A 19120 4 4780 C 2x2 28 4/27/2012 SRW N/A 18880 4 4720 lw 'Comments about breaks: e NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST Specimen Transmittal Test Results Form Engineers Land Surveyors Geologists P g SPECIMEN CONTROL 1 2078 Construction Inspection Moteriots Testing NT/ 717 SOUTH PEABODY, PORT ANGELES, WASHINGTON 98362, (36O) 4528491 1. Material Type: Concrete Mortar Grout Client: Nippon Paper Industries 2. of Specimens: 1 31 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 28,28,28 Lab Account Project Account ID NPNP 1001 -03 4. Date Cast: 3/29/20121 5. Cast By: LCB Project Manager Shawn West 6. Material Supplied by: Fred Hill 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: 3/29/2012 9. Recd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN IL 5 �l ACTUAL 1215 Required Compressive Strength: 4500 PSI 28 DAYS Remarks: See attached for info for blank fields in this COMPONENTS /MISCELLANEOUS section Concrete Mix: ACG10 No. of Sacks /CY: 10 I Load Size: 8.0 CY Aggregate- I Cement- Admix- Water C200 21800 Ibs C250 7970 Ibs A390 376 oz B280 200 gal Eclipse: WIC Ratio: 0.38 Location of Concrete Placement: Auger Pile #208 Additional Remarks: Ticket ID: 174361 Ticket 18438. Cust 5210 Truck 390 Driver: Ruby, Matt Weather: Cloudy light rain Temperature: 53 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 2x2 28 4/26/2012 SRW N/A 20800 4 5200 B 2x2 28 4/26/2012 SRW N/A 20760 4 5190 c 2x2 28 4/26/2012 SRW N/A 22580 4 5645 1 11 0 ell Comments about breaks: e NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST Specimen Transmittal Test Results Form Engineers Land Surveyors Geologists P g SPECIMEN CONTROL Construction Inspection Materials Testing I 12076 11171 717 SOUTH PEABODY, PORT ANGELES, WASHINGTON 98362, (360) 452 -8491 1. Material Type: LJ Concrete Mortar Grout Client: Nippon Paper Industries 2. of Specimens: 1 31 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 28,28,28 Lab Account Project Account ID NPNP 1001 -03 4. Date Cast: 1 3/28/20121 5. Cast By: LCB Project Manager Shawn West 6. Material Supplied by: Fred Hill 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: 3/28/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN ACTUAL 55 deg F 0815 Required Compressive Strength: 4500 PSI 28 DAYS Remarks: See attached for info for blank fields in this COMPONENTS /MISCELLANEOUS section Concrete Mix: ACG10 No. of Sacks /CY: 10 Load Size: 8.0 CY Aggregate- l Cement- Admix- Water C200 21840 Ibs C250 7940 Ibs A390 378 oz B280 200 gal Eclipse: W/C Ratio: 0.38 Location of Concrete Placement: Auger Pile #192 Additional Remarks: Ticket ID: 2814 Ticket 18380 Cust 5210 Truck 386 Driver: Craig W Weather: Cloudy light rain Temperature: 46 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 2x2 28 4/25/2012 SRW N/A 20 4 5380 B 2x2 28 4/25/2012 SRW N/A 1 x 4 5383 owswe C 2x2 28 4/25/2012 SRW N/A i 76 4 5190 AO 1114A, Vj 1 (Comments about breaks: NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST L S pecimen Transmittal Test Results Form IV Engineers Land Surveyors Geologists t Construction Inspection Materials Testing I SPECIMEN CONTROL I 12074 NTI I 717 SOUTH PEABODY, PORT ANGELES, WASHINGTON 98362, (360)452.8491 3 1. Material Type: 11 Concrete ID Mortar Grout Client: Nippon Paper Industries �1 2. of Specimens: 1 31 Special Handling:1 S Project: Cogeneration 3. Testing Sequence Requested (days after casting): BILLING INFORMATION Standard A Standard B Standard C Other (Specify) "Zr 7,28,28, H 7,28,28,28 28,28 28,28,28 Lab Account Project Account ID NPNP 1001 -03 4. Date Cast: 1 3/26/20121 5. Cast By: LCB Project Manager Shawn West 6. Material Supplied by: Fred Hill 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: 3/26/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN ACTUAL 57 deg F 0900 Required Compressive Strength: 4500 PSI 28 DAYS Remarks: See attached for info for blank fields in this COMPONENTS /MISCELLANEOUS section Concrete Mix: ACG10 No. of Sacks /CY: 10 I Load Size: 8.0 CY Aggregate- Cement- Admix- Water C200 21720 Ibs C250 7460 Ibs A390 378 oz B280 200 gal Eclipse: W/C Ratio: 0.38 Location of Concrete Placement: Auger Pile #115 Additional Remarks: Ticket ID: 174303 Ticket 18333 Cust 5960 Truck 390 Driver: Ruby, Matt Weather: Overcast and Cool Temperature: 48 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 2x2 28 4/23/2012 SRW N/A 20430 4 5108 B 2x2 28 4/23/2012 SRW N/A 23090 4 5773 C 2x2 28 4/23/2012 SRW N/A 22890 4 5723 3 (Comments about breaks: NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST e Specimen Transmittal Test Results Form Engineers Land Surveyors Geologists Construction Inspection Materials Testing I SPECIMEN CONTROL I 12073 NTI 1 717 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: 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: I. 3/23/20121 5. Cast By: LCB Project Manager Shawn West 6. Material Supplied by: Fred Hill 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: 3/24/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 3" 5" ACTUAL 5" 61 deg F 1055 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: M4060 No. of Sacks /CY: 1 Load Size: 8.0 CY Aggregate- Cement- Admix- Water C220 17680 lbs C250 5050 lbs A350 B280 135 gal Eclipse: C200 13120 lbs A340 396 oz A345 W/C Ratio: 0.31 Location of Concrete Placement: Generator Foundation Additional Remarks: Ticket ID: 174283 Ticket 18300 Cust 5210 Truck 77 Driver: Scott W Weather: Clear Temperature: 55 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 3/30/2012 SRW 5 46340 12.56 3689 B 4x8 28 4/20/2012 SRW 5 67230 12.56 5353 C 4x8 28 4/20/2012 SRW 6 66550 12.56 5299 D 4x8 28 4/20/2012 SRW 5 67470 12.56 5372 E 4x8 Hold HOLD 12.56 0 (Comments about breaks: 11 CO NTI MATERIALS TESTING LABORATORY MPRESSIVE STRENGTH TEST Specimen Transmittal Test Results Form t Engineers Land Surveyors Geologists P g SPECIMEN CONTROL Construction Inspection Materials Testing I 1 2072 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: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 3/23/20121 5. Cast By: LCB Project Manager Shawn West 6. Material Supplied by: Fred Hill 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: 3/24/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 3" 5" ACTUAL 5.75" 59 deg F 0930 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: M4060 No. of Sacks /CY: Load Size: 8.0 CY Aggregate- Cement- Admix- Water C220 17680 lbs C250 5120 lbs A350 B280 135 gal Eclipse: C200 13080 lbs A340 396 oz A345 W/C Ratio: 0.31 Location of Concrete Placement: Generator Foundation Additional Remarks: Ticket ID: 174275 Ticket 18286 Gust 5210 Truck 383 Driver: Dave L Weather: Clear Temperature: 47 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 3/30/2012 SRW 4 55790 12.56 4442 B 4x8 28 4/20/2012 SRW 6 67370 12.56 5364 C 4x8 28 4/20/2012 SRW 5 65950 12.56 5251 D 4x8 28 4/20/2012 SRW 5 70490 12.56 5612 E 4x8 Hold HOLD 12.56 0 'Comments about breaks: s i NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST Specimen Transmittal Test Results Form Engineers Land Surveyors Geologists 111.:` P g SPECIMEN CONTROL Construction Inspection Materials Testing I I 12071 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: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 3/23/20121 5. Cast By: LCB Project Manager Shawn West 6. Material Supplied by: Fred Hill 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: 3/24/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 3" 5" ACTUAL 7" 55 deg F 0755 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 tields in this COMPONENTS /MISCELLANEOUS section Concrete Mix: M4060 No. of Sacks /CY: Load Size: 8.0 CY Aggregate- Cement- Admix- Water C220 17680 lbs C250 5070 lbs A350 B280 125 gal Eclipse: C200 13080 lbs A340 396 oz A345 W/C Ratio: 0.31 Location of Concrete Placement: Generator Foundation Additional Remarks: Ticket ID: 174261 Ticket 18271 Cust 5960 Truck 229 Driver: Kerry C Weather: Clear Temperature: 35 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 3/30/2012 SRW 5 54420 12.56 4333 B 4x8 28 4/20/2012 SRW 3 68590 12.56 5461 C 4x8 28 4/20/2012 SRW 5 72930 12.56 5807 D 4x8 28 4/20/2012 SRW 5 69920 12.56 5567 E 4x8 Hold HOLD 12.56 0 (Comments about breaks: I NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST e Specimen Transmittal Test Results Form Engineers Land Surveyors Geologists a g SPECIMEN CONTROL Construction Inspection Materials Testing I 12070 NT/ 717 SOUTH PEA80DY, PORT ANGELES, WASHINGTON 98362, (360) 452 -8491 1. Material Type: Concrete Mortar Grout Client: Nippon Paper Industries 2. of Specimens: I 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 3/23/20121 5. Cast By: LCB Project Manager Shawn West 6. Material Supplied by: Fred Hill 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: 3/24/2012 9. Recd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 3" 5" ACTUAL 7" 57 deg F 0700 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: M4060 No. of Sacks /CY: I Load Size: 8.0 CY Aggregate- Cement- Admix- Water C220 17840 Ibs C250 5030 lbs A350 B280 125 gal Eclipse: C200 13160 Ibs A340 398 oz A345 W/C Ratio: 0.31 Location of Concrete Placement: Generator Foundation Additional Remarks: Ticket ID: 174254 Ticket 18264 Cust 5960 Truck 77 Driver: Scott W Weather: Clear Temperature: 35 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 3/30/2012 SRW 4 53810 12.56 4284 B 4x8 28 4/20/2012 SRW 5 73840 12.56 5879 C 4x8 28 4/20/2012 SRW 5 77450 12.56 6166 D 4x8 28 4/20/2012 SRW 5 77130 12.56 6141 E 4x8 Hold HOLD 12.56 0 (Comments about breaks: NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST ti' Specimen Transmittal Test Results Form t Engineers Land Surveyors Geologists p g SPECIMEN CONTROL Construction Inspection Materials Testing I I 12069 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: 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 3/23/20121 5. Cast By: LCB Project Manager Shawn West 6. Material Supplied by: Fred Hill 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: 3/24/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 3" 5" ACTUAL 6" 58 deg F 0415 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: M4060 No. of Sacks /CY: I Load Size: 8.0 CY Aggregate- Cement- Admix- Water C220 17680 lbs C250 5090 lbs A350 B280 125 gal Eclipse: C200 13040 lbs A340 396 oz A345 W/C Ratio: 0.31 Location of Concrete Placement: Generator Foundation Additional Remarks: Ticket ID: 174234 Ticket 18244 Dust 5960. Truck 387 Driver: Jim B Weather: Clear Temperature: 35 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 3/30/2012 SRW 5 56690 12.56 4514 B 4x8 28 4/20/2012 SRW 5 68150 12.56 5426 c 4x8 28 4/20/2012 SRW 5 78590 12.56 6257 D 4x8 28 4/20/2012 SRW 5 71740 12.56 5712 E 4x8 Hold HOLD 12.56 0 Comments about breaks: NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST l Me Specimen Transmittal Test Results Form Engineers Land Surveyors Geologists 11,:` p g SPECIMEN CONTROL Construction Inspection Materials Testing I I 12068 NT/ 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: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 3/23/20121 5. Cast By: LCB Project Manager Shawn West 6. Material Supplied by: Fred Hill 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: 3/24/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 3" 5" ACTUAL 7.25" 57 deg F 0330 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: M4060 No. of Sacks /CY: I Load Size: 8.0 CY Aggregate Cement- Admix- Water C220 17760 lbs C250 5030 lbs A350 B280 125 gal Eclipse: C200 13080 lbs A340 396 oz A345 W/C Ratio: 0.31 Location of Concrete Placement: Generator Foundation Additional Remarks: Ticket ID: 174230 Ticket 18240 Cust 5960 Truck 69 Driver: Dan K Weather: Clear Temperature: 32 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 3/30/2012 SRW 5 43810 12.56 3488 B 4x8 28 4/20/2012 SRW 5 67890 12.56 5405 C 4x8 28 4/20/2012 SRW 5 64700 12.56 5151 D 4x8 28 4/20/2012 SRW 5 67390 12.56 5365 E 4x8 Hold HOLD 12.56 0 (Comments about breaks: `P NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST Specimen Transmittal Test Results Form 1 Engineers Land Surveyors Geologists P g SPECIMEN CONTROL Construction Inspection Materials Testing I I 12067 N I T 1 717 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 3/23/20121 5. Cast By: LCB Project Manager Shawn West 6. Material Supplied by: Fred Hill 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: 3/24/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 5" 3.5% 6.5% ACTUAL 6" 58 deg F 0310 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: M4060 No. of Sacks /CY: I Load Size: 8.0 CY Aggregate- Cement- Admix- Water C220 17680 lbs C250 5060 lbs A350 B280 125 gal Eclipse: C200 131201bs A340 396 oz A345 W/C Ratio: 0.31 Location of Concrete Placement: Generator Foundation Additional Remarks: Ticket ID: 174222 Ticket 18232 Cust 5960 Truck 382 Driver: David B Weather: Clear Temperature: 35 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 3/30/2012 SRW 5 48620 12.56 3871 B 4x8 28 4/20/2012 SRW 5 65950 12.56 5251 C 4x8 28 4/20/2012 SRW 5 70280 12.56 5596 D 4x8 28 4/20/2012 SRW 5 68460 12.56 5451 E 4x8 Hold HOLD 12.56 0 (Comments about breaks: `tit i'v�� NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST 1. Specimen Transmittal Test Results Form Engineers Land Surveyors Geologists P g SPECIMEN CONTROL Construction Inspection Materials Testing I I 12066 N I T I 717 SOUTH PEABODY, PORT ANGELES, WASHINGTON 98362, (360) 452.8491 1. Material Type: L I Concrete Mortar Grout Client: Nippon Paper Industries 2. of Specimens: 1 31 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 28,28,28 Lab Account Project Account ID NPNP 1001 -03 4. Date Cast: 1 3/23/20121 5. Cast By: LCB Project Manager Shawn West 6. Material Supplied by: Fred Hill 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: 3/23/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN ACTUAL 55 deg F 0900 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: ACG10 No. of Sacks /CY: 10 I Load Size: 8.0 CY Aggregate- I Cement- Admix- Water C200 21720 lbs C250 7530 lbs A390 376 oz B280 200 gal Eclipse: W/C Ratio: 0.38 Location of Concrete Placement: Auger Pile #99 Additional Remarks: Ticket ID: 174266 Ticket 18283 Cust 5960 Truck 225 Driver: Scott R Weather: Clear and Cold Temperature: 41 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 2x2 28 4/20/2012 SRW N/A 20540 4 5135 B 2x2 28 4/20/2012 i ,SRW N/A 23290 4 5823 C 2x2 28 4/20/2012 SRW N/A 22510 4 5628 (Comments about breaks: I v. COMPRESSIVE STRENGTH TEST t 'a NTI M ATERIALS TESTING LABORATORY Specimen Transmittal Test Results Form Engineers Land Surveyors Geologists P g SPECIMEN CONTROL Construction Inspection Materials Testing I I 12063 NT! 717 SOUTH PEABODY, PORT ANGELES, WASHINGTON 98362, (360) 452 -8491 1. Material Type: U Concrete Mortar NI Grout Client: Nippon Paper Industries 2. of Specimens: 1 31 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 28,28,28 Lab Account Project Account ID NPNP 1001 -03 4. Date Cast: 1 3/22/20121 5. Cast By: LCB Project Manager Shawn West 6. Material Supplied by: Fred Hill 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: 3/22/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN ACTUAL 49 deg F 0805 Required Compressive Strength: 4500 PSI 28 DAYS Remarks: See attached for info for blank fields in this COMPONENTS /MISCELLANEOUS section Concrete Mix: ACG10 No. of Sacks /CY: 10 Load Size: 8.0 CY Aggregate- I Cement- Admix- Water C200 21760 Ibs C250 7490 Ibs A390 376 oz B280 200 gal Eclipse: W/C Ratio: 0.38 Location of Concrete Placement: Auger Pile #86 Additional Remarks: Ticket ID: 174180 Ticket 18165 Cust 5960 Truck 78 Driver: Jason S Weather: Clear and Cold Temperature: 49 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 2x2 28 4/19/2012 SRW N/A 21080 4 5270 B 2x2 28 4/19/2012 SRW N/A 23780 4 5945 c 2x2 28 4/19/2012 SRW N/A 22420 4 5605 (Comments about breaks: e NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST Specimen Transmittal Test Results Form 1 t Engineers Land Surveyors Geologists p g SPECIMEN CONTROL 12062 Construction Inspection Materials Testing NT! 711 SOUTH PEABODY, PORT ANGELES, WASHINGTON 98362, (360) 4528491 1. Material Type: Concrete Mortar Grout Client: Nippon Paper Industries 2. of Specimens: 1 31 Special Handling:1 3 Project: Cogeneration 3. Testing Sequence Requested (days after casting): BILLING INFORMATION Stang ['Standard B Standard C Other (Specify) 7,28 L 7 28,28 28,28,28 Lab Account 1 1� Project Account ID NPNP 1001 -03 4. Date Cast: '/211P012 5. Cast By: LCB Project Manager Shawn West 6. Material Supplied by: Fred Hill 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: 3/21/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN ACTUAL 46 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: ACG10 No. of Sacks /CY: 10 Load Size: 8.0 CY Aggregate- I Cement- Admix- Water C200 21760 lbs C250 7490 lbs A390 380 oz B280 200 gal Eclipse: WIC Ratio: 0.38 Location of Concrete Placement: Auger Pile #99 Additional Remarks: Ticket ID: 174160 Ticket 18133 Cust 5960 Truck 387 Driver: Jim B Weather: Clear and Cold Temperature: 32 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 2x2 28 4/18/2012 SRW N/A 20140 4 5035 B 2x2 28 4/18/2012 SRW N/A 18960 4 4740 c 2x2 28 4/18/2012 SRW N/A 19420 4 4855 g ,..4> !Comments about breaks: a Y 1 v NTI MATERIALS TESTING LABORATORY OMPRESSIVE STRENGTH TEST 1 MIK Specimen Transmittal Test Results Form Engineers Land Surveyors Geologists i 1 Construction Inspection Materials Testing I SPECIMEN CONTROL I 1 2061 NTI 717 SOUTH PEABODY, PORT ANGELES, WASHINGTON 98362, (360) 452.8491 1. Material Type: 11 Concrete Mortar Grout A Client: Nippon Paper Industries r 2. of Specimens: 1 31 Special Handling:) Project: Cogeneration 3. Testing Sequence Requested (days after casting): BILLING INFORMATION Standard A El Standard B Standard C Other (Specify) /C.7 7,28,28, H 7,28,28,28 28,28 28,28,28 Lab Account Project Account ID NPNP 1001 -03 4. Date Cast: 1 3/20/20121 5. Cast By: LCB Project Manager Shawn West 6. Material Supplied by: Fred Hill 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: 3/20/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN ACTUAL 49 deg F 1345 Required Compressive Strength: 4500 PSI 28 DAYS Remarks: See attached for info for blank fields in this COMPONENTS /MISCELLANEOUS section Concrete Mix: ACG10 No. of Sacks /CY: 10 Load Size: 8.0 CY Aggregate- Cement- Admix- Wate C200 21760 Ibs C250 7470 Ibs A390 376 oz B280 200 gal Eclipse: W/C Ratio: 0.38 Location of Concrete Placement: Auger Pile #92 Additional Remarks: Ticket ID: 174153 Ticket 18122 Cust 5210 Truck 387 Driver: Jim B Weather: Overcast Temperature: 45 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 2x2 28 4/17/2012 SRW N/A 21240 4 5310 B 2x2 28 4/17/2012 SRW N/A 22380 4 5595 C 2x2 28 4/17/2012 SRW N/A 20460 4 5115 1 U., Comments about breaks: L NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST L rilit Specimen Transmittal Test Results Form Engineers Land Surveyors Geologists p g SPECIMEN CONTROL Construction Inspection Materials Testing I 12050 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: 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 3/1/20121 5. Cast By: LCB Project Manager Shawn West 6. Material Supplied by: Fred Hill 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: 3/2/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 3" 5" 3.5% 6.5% ACTUAL 1.75" 1.8 54 deg F 0805 Required Compressive Strength: 4500 PSI 28 DAYS Structural Reinforcement Inspected by NTI prior to pouring concrete. All areas inspected appeared to meet project Remarks: specifications. See attached for info for blank fields in this COMPONENTS /MISCELLANEOUS section Concrete Mix: M4060.1 No. of Sacks /CY: Load Size: 9.0 CY Aggregate- Cement- Admix- Water C220 18440 lbs C250 5030 lbs A340 396 oz B285 90 gal Eclipse: C200 13280 lbs W/C Ratio: 0.31 Location of Concrete Placement: Cableway Foundation Additional Remarks: Ticket ID: 174089 Ticket 17861 Cust 5960 Truck 78 Driver: Jason S Weather: Overcast Temperature: 39 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 3/8/2012 TTA 5 63120 12.56 5025 B 4x8 28 3/29/2012 SRW 4 80460 12.56 6406 c 4x8 28 3/29/2012 SRW 6 77470 12.56 6168 D 4x8 28 3/29/2012 SRW 5 77430 12.56 6165 E 4x8 HOLD Comments about breaks: I A NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST „ea Specimen Transmittal Test Results Form 1. ar 1 Engineers Land Surveyors Geologists Construction Inspection Materials Testing I SPECIMEN CONTROL I 12047 NTI 717 SOUTH PEABODY, PORT ANGELES, WASHINGTON 98362, (360) 4524491 1. Material Type: LI Concrete Mortar Grout Client: Nippon Paper Industries 2. of Specimens: 1 31 Special Handling: Project: Cogenerq. o r k 3. Testing Sequence Requested (days after casting): BILLING INFOR A CO Standard A ❑Standard B Standard.0 Other (Specify) 7,28,28, H 7,28,28,28 28,28 28,28,28 Lab Account Project Account ID NPNP 1001 -03 4. Date Cast: 1 2/23/20121 5. Cast By: LCB Project Manager Shawn West 6. Material Supplied by: Fred Hill 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: 2/23/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN ACTUAL 55 deg F 0850 Required Compressive Strength: 4500 PSI 28 DAYS Structural Reinforcement Inspected by NTI prior to pouring concrete. All areas inspected appeared to meet project Remarks: specifications. See attached for info for blank fields in this COMPONENTS /MISCELLANEOUS section Concrete Mix: ACG10 No. of Sacks /CY: 10 Load Size: 8.0 CY Aggregate- I Cement- Admix- Water C200 21720 lbs C250 7460 Ibs A390 380 oz B280 200 gal Eclipse: W/C Ratio: 0.38 Location of Concrete Placement: Auger Pile #253 Additional Remarks: Ticket ID: 174062 Ticket 17756 Cust 5960 Truck 383 Driver: Dave L Weather: Overcast Temperature: 47 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 2x2 28 3/22/2012 SRW N/A 21810 4 5453 B 2x2 28 3/22/2012 SRW N/A 20740 4 5185 c 2x2 28 3/22/2012 SRW N/A 21600 4 5400 Comments about breaks: MAR 2'7 2012 CITY OF PORT ANGELES DI w moon nIVIRIMI NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST 4 er S pecimen n Transmittal Test Results Form 1 r s Engineers Land Surveyors Geologists p g SPECIMEN CONTROL T/ Construction Inspection Materials Testing I 12046 N 717 SOUTH PEABODY, PORT ANGELES, WASHINGTON 98362, (360) 4524451 1. Material Type: Concrete Mortar Grout Client: Nippon Paper Industries 2. of Specimens: 1 31 Special Handling:) Project: Cogeneration 3. Testing Sequence Requested (days after casting): BILLING INFORMATION Standard A ['Standard B ID Standard C II Other (Specify) 7,28,28, H 7,28,28,28 28,28 28,28,28 Lab Account Project Account ID NPNP 1101 -03 4. Date Cast: 1 2/22/20121 5. Cast By: LCB Project Manager Shawn West 6. Material Supplied by: Fred Hill 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: 2/22/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN ACTUAL 55 deg F 0935 Required Compressive Strength: 4500 PSI 28 DAYS Structural Reinforcement Inspected by NTI prior to pouring concrete. All areas inspected appeared to meet project Remarks: specifications. See attached for info for blank fields in this COMPONENTS /MISCELLANEOUS section Concrete Mix: ACG10 No. of Sacks /CY: 10 Load Size: 8.0 CY Aggregate- Cement- Admix- Water C200 21680 Ibs C250 7480 Ibs A390 376 oz B280 200 gal Eclipse: W/C Ratio: 0.38 Location of Concrete Placement: Auger Pile #46 Additional Remarks: Ticket ID: 174049 Ticket 14433 Cust 5960 Truck 62 Driver: Ingvar Weather: Overcast Light Rain Temperature: 50 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 2x2 28 3/21/2012 SRW N/A 18590 4 4648 B 2x2 28 3/21/2012 SRW N/A 18640 4 4660 c 2x2 28 3/21/2012 SRW N/A 17820 4 4455 'Comments about breaks: I F NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST e Specimen Transmittal Test Results Form Engineers Land Surveyors Geologists 1 P g SPECIMEN CONTROL Construction Inspection Materials Testing I I 12044 NTI 717 SOUTH PEABODY, PORT ANGELES, WASHINGTON 98362, (360) 4528491 1. Material Type: LJ Concrete Mortar Grout Client: Nippon Paper Industries 2. of Specimens: 1 31 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 28,28,28 Lab Account Project Account ID NPNP 1001 -03 4. Date Cast: 1 2/21/20121 5. Cast By: LCB Project Manager Shawn West 6. Material Supplied by: Fred Hill 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: 2/21/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN ACTUAL 56 deg F 1230 Required Compressive Strength: 4500 PSI 28 DAYS Structural Reinforcement Inspected by NTI prior to pouring concrete. All areas inspected appeared to meet project Remarks: specifications. See attached for info for blank fields in this COMPONENTS /MISCELLANEOUS section Concrete Mix: ACG10 No. of Sacks /CY: 10 I Load Size: 8.0 CY Aggregate- I Cement- Admix- Water C200 21720 Ibs C250 7460 Ibs A390 380 oz B280 200 gal Eclipse: WIC Ratio: 0.38 Location of Concrete Placement: Auger Pile #56 Additional Remarks: Ticket ID: 174040 Ticket 17719 Cust 5960 Truck 62 Driver: Ingvar Weather: Overcast Light Rain Temperature: 50 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 2x2 28 3/20/2012 SRW 22400 4 5600 B 2x2 28 3/20/2012 SRW 21060 4 5265 C 2x2 28 3/20/2012 SRW 20680 4 5170 'Comments about breaks: A -441 I NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST I ill Specimen Transmittal Test Results Form Engineers Land Surveyors Geologists II.' P g SPECIMEN CONTROL Construction Inspection Materials Testing I 12043 NT/ 717 SOUTH PEABODY, PORT ANGELES, WASHINGTON 98362, (360) 452 -8491 1. Material Type: 11 Concrete Mortar II Grout Client: Nippon Paper Industries 2. of Specimens: 1 31 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 28,28,28 Lab Account Project Account ID NPNP 1101 -03 4. Date Cast: 2/20/20121 5. Cast By: LCB Project Manager Shawn West 6. Material Supplied by: Fred Hill 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: 2/20/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN ACTUAL 53 deg F 0945 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: ACG10 No. of Sacks /CY: 10 Load Size: 8.0 CY Aggregate- I Cement- Admix- Water C200 21720 lbs C250 7470 lbs A390 380 oz B280 200 gal Eclipse: W/C Ratio: 0.38 Location of Concrete Placement: Auger Pile #250 Additional Remarks: Ticket ID: 174019 Ticket 17686 Cust 5960 Truck 387 Driver: Jim B Weather: Overcast Temperature: 54 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 2x2 28 3/19/2012 SRW N/A 24580 4 6145 B 2x2 28 3/19/2012 SRW N/A 21470 4 5368 c 2x2 28 3/19/2012 SRW N/A 23820 4 5955 'Comments about breaks: I N TI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST I� Specimen Transmittal Test Results Form Engineers Land Surveyors Geologists r Construction Inspection Materials Testing I SPECIMEN CONTROL I 12042 N I 1 717 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 0 Lab Account Project Account ID NPNP 1001 -03 4. Date Cast: 1 2/17/20121 5. Cast By: LCB Project Manager Shawn West 6. Material Supplied by: Fred Hill 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: 2/18/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 3" 5" 3.5% 6.5% ACTUAL —3" 58 deg F 12:37 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: M4565FA No. of Sacks /CY: Load Size: 8.0 CY Aggregate- Cement- Admix- Water- C220 11240 Ibs C250 4860 Ibs A350 34 oz B280 99 gal Eclipse: C210 3600 Ibs A340 392 oz C200 11080 Ibs A323 0 oz W/C Ratio: 0.31 Location of Concrete Placement: Condensate Pump Base Additional Remarks: Ticket ID: 174012 Ticket 17673 Gust 5960 Truck 386 Driver: Craig W Weather: Overcast Temperature: 54 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 2/24/2012 SRW TTA 5 46940 12.56 3737 B 4x8 28 3/16/2012 SRW 5 58920 12.56 4691 c 4x8 28 3/16/2012 SRW 3 62230 12.56 4955 D 4x8 28 3/16/2012 SRW 5 59480 12.56 4736 E 4x8 Hold HOLD 12.56 0 Comments about breaks: pi NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST IOW Specimen Transmittal Test Results Form Engineers Land Surveyors Geologists 111,' p g SPECIMEN CONTROL Construction Inspection Materials Testing I I 12041 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 31 Special Handling:1 Project: Cogeneration 3. Testing Sequence Requested (days after casting): BILLING INFORMATION Standard A Standard B Standard C ll Other (Specify) 7,28,28, H 7,28,28,28 28,28 28,28,28 Lab Account Project Account ID NPNP 1001 -03 4. Date Cast: 1 2/17/20121 5. Cast By: LCB Project Manager Shawn West 6. Material Supplied by: Fred Hill 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: 2/17/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN ACTUAL 57 deg F 1050 Required Compressive Strength: 4500 PSI 28 DAYS Structural Reinforcement Inspected by NTI prior to pouring concrete. All areas inspected appeared to meet project Remarks: specifications. See attached for info for blank fields in this COMPONENTS /MISCELLANEOUS section Concrete Mix: ACG10 No. of Sacks /CY: 10 Load Size: 8.0 CY Aggregate- I Cement- Admix- Water C200 21680 lbs C250 7460 lbs A390 376 oz B280 200 gal Eclipse: W/C Ratio: 0.38 Location of Concrete Placement: Auger Pile #21 Additional Remarks: Ticket ID: 174010 Ticket 17670 Cust 5960 Truck 387 Driver: Jim B Weather: Overcast Temperature: 54 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 2x2 28 3/16/2012 SRW N/A 19170 4 4793 B 2x2 28 3/16/2012 SRW N/A 19470 4 4868 c 2x2 28 3/16/2012 SRW N/A 22380 4 5595 (Comments about breaks: