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Home My WebLink AboutPermit C: Inspection Reports NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST Specimen Transmittal Test Results Form 0 Engineers Land Surveyors Geologists Construction Inspection Materials Testing I SPECIMEN CONTROL I 12168 NT/ 717 SOUTH PEABODY, PORT ANGELES, WASHINGTON 98362, (360) 4528491 1. Material Type: Concrete Mortar Grout Client: Nippon Paper Industries 2. of Specimens: 1 51 Special Handling: Project: Cogeneration 3. Testing Sequence Requested (days after casting): BILLING INFORMATION Standard A Standard B Standard C Other (Specify) 7,28,28, H 7,28,28,28 28,28 7,28,28,28,H Lab Account Project Account ID NPNP 1001 -03 4. Date Cast: 1 7/10/20121 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: 7/11/2012 9. Rec'd by: ZNS MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" ACTUAL 5" 4.1% 65.3 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 -9646R No. of Sacks /CY: 6 1/2 I Load Size: 9.0 CY Aggregate- Cement- Water- Admix 3/4" 15540 Cement 5450 Water 275.6 gal POLY997 272 oz Eclipse: Sand 12320 MBAE90 13.00 oz W/C Ratio: 0.455 Location of Concrete Placement: ID Fan Base Additional Remarks: Designation C Ticket ID: 36221 Ticket 35740 Cust 5133 Truck A72 Driver: JIM Weather: Clear Temperature: 59.5 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 58580 12.56 4664 B 4x8 28 8/7/2012 SRW 3 69370 12.56 5523 C 4x8 28 8/7/2012 SRW 5 65500 12.56 5215 D 4x8 28 8/7/2012 SRW 4 66980 12.56 5333 E 4x8 Hold HOLD 12.56 0 'Comments about breaks: G 1 NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST MeV Specimen Transmittal Test Results Form Engineers Land Surveyors Geologists T Construction Inspection Materials Testing SPECIMEN CONTROL I 12168 NTI 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 7/10/20121 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: 7/11/2012 9. Recd by: ZNS MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" ACTUAL 5" 65.3 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 9646R No. of Sacks /CY: 6 1/2 Load Size: 9.0 CY Aggregate- Cement- Water- Admix- 1 3/4" 15540 Cement 5450 Water 275.6 gal POLY997 272 oz Eclipse: Sand 12320 MBAE90 13.00 oz WIC Ratio: 0.455 Location of Concrete Placement: ID Fan Base Additional Remarks: Designation C Ticket ID: 36221 Ticket 35740 Cust 5133 Truck A72 Driver: JIM Weather: Clear Temperature: 59.5 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 58580 12.56 4664 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: 6 NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST 'a Specimen Transmittal Test Results Form t Engineers Lend Surveyors Geologists Construction Inspection Materials Testing I SPECIMEN CONTROL I 12145 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 6/19/2012) 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: 6/20/2012 9. Rec'd by: ZNS MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" 6.5% ACTUAL 5.5" 4.2% 65.3 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 Load Size: 9.5 CY Aggregate- Cement- Water- Admix 3/4" 16300 lbs. Cement 5780 lbs Water 221 gal POLY997 292 oz Eclipse: Sand 13200 Ibs MBAE90 14 oz WIC Ratio: 0.453 Location of Concrete Placement: Fan Base Walls Designation:C Additional Remarks: 8 gal added to mix prior to pour Ticket ID: 36005 Ticket 35524 Cust 5133 Truck A71 Driver: Jeff Weather: Overcast Temperature: 54.3 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 6/26/2012 ZNS SRW 5 51240 12.56 4080 B 4x8 28 7/17/2012 ZNS 5 63920 12.56 5089 c 4x8 28 7/17/2012 ZNS 2 65830 12.56 5241 D 4x8 28 7/17/2012 ZNS 3 63470 12.56 5053 E 4x8 Hold HOLD 12.56 0 Comments about breaks: G v. COMPRESSIVE STRENGTH TEST e'l NTI MATERIALS TESTING LABORATORY NW Specimen Transmittal Test Results Form II 4,1 Engineers Land Surveyors Geologists Construction Inspection Materials Testing I SPECIMEN CONTROL I 12145 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 Lab Account Project Account ID NPNP 1001 -03 4. Date Cast: 1 6/19/20121 5. Cast By: ZNS Project Manager Shawn West 6. Material Supplied by: ACP Contacts: Gary Holmquist: gary.holmquist @npiusa.com 7. Contractor: J.H. Kelly Russ Wilson: Russ.wilson @npiusa.com Sean Ofarrel: sofarrel @jhkelly.com 8. Date Received: 6/20/2012 9. Recd by: ZNS MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" 6.5% ACTUAL 5.5" 4.2% 65.3 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 info for blank fields in this COMPONENTS /MISCELLANEOUS section Concrete Mix: C 9646 No. of Sacks /CY: 6 1/2 Load Size: 9.5 CY Aggregate- Cement- Water- Admix 3/4" 16300 lbs. Cement 5780 Ibs Water 221 gal POLY997 292 oz Eclipse: Sand 13200 Ibs MBAE90 14 oz W/C Ratio: 0.453 Location of Concrete Placement: Fan Base Walls Designation:C Additional Remarks: 8 gal added to mix prior to pour Ticket ID: 36005 Ticket 35524 Cust 5133 Truck A71 Driver: Jeff Weather: Overcast Temperature: 54.3 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 6/26/2012 ZNS SRW 5 51240 12.56 4080 B 4x8 28 7/17/2012 12.56 0 c 4x8 28 7/17/2012 12.56 0 D 4x8 28 7/17/2012 12.56 0 E 4x8 Hold HOLD 12.56 0 (Comments about breaks: G v. NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST A NW Specimen Transmittal Test Results Form Engineers Land Surveyors Geologists Construction Inspection Materials Testing I SPECIMEN CONTROL I 12137 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 6/4/20121 5. Cast By: LCB Project Manager Shawn West 6. Material Supplied by: ACP Contacts: Gary Holmquist: gary.holmquist @npiusa.com 7. Contractor: J.H. Kelly Russ Wilson: Russ.wilson @npiusa.com Sean Ofarrel: sofarrel @jhkelly.com 8. Date Received: 6/5/2012 9. Rec'd by: LCB MATERIAL SPECIFICATIONS SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME DESIGN 4" 6.5% ACTUAL 4" 6% 61.9 deg F 0740 Required Compressive Strength: 4500 PSI 28 DAYS Remarks: Structural Reinforcement Inspected by NTI prior to pouring concrete. All areas inspected appeared to meet project specifications. See attached for info for blank fields in this COMPONENTS /MISCELLANEOUS section Concrete Mix: C 9646 No. of Sacks /CY: 6 1/2 Load Size: 9.0 CY Aggregate- Cement- Water- Admix 3/4" 15420 Ibs Cement 5450 Ibs Water 189 gal POLY997 276 oz Eclipse: Sand 12480 Ibs MBAE90 23 oz W/C Ratio: 0.435 Location of Concrete Placement: Fan Base Additional Remarks: Ticket ID: 35870 Ticket 35389 Cust 5133 Truck A60 Driver: Jeff Weather: Overcast Temperature: 49.8 deg F TEST RESULTS (TO BE FILLED OUT BY NTI PERSONNEL ONLY) Specimen Specimen Test Date Tested Checked Break Total Unit Load Type Days Tested By By Type Load Area PSI A 4x8 7 6/11/2012 ZNS 3 56680 12.56 4513 B 4x8 28 7/2/2012 12.56 0 c 4x8 28 7/2/2012 12.56 0 D 4x8 28 7/2/2012 12.56 0 E 4x8 Hold HOLD 12.56 0 'Comments about breaks: 1