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v. NT I MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST
Specimen Transmittal Test Results Form
Engineers Land Surveyors Geologists
Construction Inspection Materials Testing I SPECIMEN CONTROL I 12175
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:)
Project: Cogeneration
3. Testing Sequence Requested (days after casting):
BILLING INFORMATION El 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 7/16/20121 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: 7/17/2012 9. Rec'd by: ZNS
MATERIAL SPECIFICATIONS
SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME
DESIGN 4" 6.5%
ACTUAL 5.75" 3.9% 70.2 Deg F 0740
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" 15600 Ibs Cement 5510 Ibs Water 222 gal POLY997 276 Ibs Eclipse:
Sand 12260 Ibs MBAE90 13 oz W/C Ratio: 0.45
Location of Concrete Placement: Slab
Additional Remarks: Designation I
Ticket ID: 36279 Ticket 35798 Cust 5133 Truck A60 Driver: Mike
Weather: Clear Temperature: 57.5 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 7/23/2012 ZNS 3 53390 12.56 4251
B 4x8 28 8/13/2012 SRW 4 68430 12.56 5448
c 4x8 28 8/13/2012 SRW 5 65080 12.56 5182
D 4x8 28 8/13/2012 SRW 5 67350 12.56 5362
E 4x8 Hold HOLD 12.56 0
(Comments about breaks:
h r NTI MATERIALS TESTING LABORATORY COMPRESSIVE STRENGTH TEST
l �11L� Specimen Transmittal Test Results Form
II Engineers Land Surveyors Geologists
Construction Inspection Materials Testing I SPECIMEN CONTROL I 12175
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 7/16/20121 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: 7/17/2012 9. Rec'd by: ZNS
MATERIAL SPECIFICATIONS
SLUMP AIR ENTRAINMENT CONCRETE TEMPERATURE TIME
DESIGN 4" 6.5%
ACTUAL 5.75" 3.9% 70.2 Deg F 0740
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 l Load Size: 9.0 CY
Aggregate- Cement- Water- Admix
3/4" 15600 Ibs Cement 5510 Ibs Water 222 gal POLY997 276 Ibs Eclipse:
Sand 12260 Ibs MBAE90 13 oz W/C Ratio: 0.45
Location of Concrete Placement: Slab
Additional Remarks: Designation I
Ticket ID: 36279 Ticket 35798 Cust 5133 Truck A60 Driver: Mike
Weather: Clear Temperature: 57.5 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 7/23/2012 ZNS 3 53390 12.56 4251
B 4x8 28 8/13/2012 12.56 0
c 4x8 28 8/13/2012 12.56 0
D 4x8 28 8/13/2012 12.56 0
E 4x8 Hold HOLD 12.56 0
(Comments about breaks: