Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 88888 DEA: SMTL-STOCK EFIS: SMTL-STOCK
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for SMTL stock material. Object Code: 1025. J2 DEA: 912680.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2018-07-18-8
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Sample Organization Contact: (916) 227-7071
Type of Sample: Annual Source Testing
Type of Material: Cementitious
Sample Taken Date: 07/18/2018
Date that the sample was received by the laboratory/organization performing the testing: 07/18/2018
The quantity of what the sample constitutes: 1 Bucket
A brief description of the sample: Class N Pozzolan
From where was the sample collected: Source
Laboratory sample identification: CM185822
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Nevada Cement
DIME Test ID: 2018-07-18-8-2
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 01/23/2019
Date Tested: 09/25/2018
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test: 7 Day Break
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311?
|
yes
|
Compressive strength of 1st specimen (psi)
|
3396 psi
|
Compressive strength of 2nd specimen (psi)
|
3619 psi
|
Compressive strength of 3rd specimen (psi)
|
3656 psi
|
Average Compressive strength (to nearest 10 psi)
|
3560 psi
|
Average Compressive strength (to nearest 10 psi) control group
|
0 psi
|
Strength Activity Index of Portland Cement per ASTM C311
|
no data
|
DIME Test ID: 2018-07-18-8-3
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 01/23/2019
Date Tested: 10/16/2018
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test: 28 Day Break
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311?
|
yes
|
Compressive strength of 1st specimen (psi)
|
4723 psi
|
Compressive strength of 2nd specimen (psi)
|
4624 psi
|
Compressive strength of 3rd specimen (psi)
|
4667 psi
|
Average Compressive strength (to nearest 10 psi)
|
4670 psi
|
Average Compressive strength (to nearest 10 psi) control group
|
0 psi
|
Strength Activity Index of Portland Cement per ASTM C311
|
no data
|
DIME Test ID: 2018-07-18-8-4
Test Method: ASTM C430-8: Standard Test Method for Fineness of Hydraulic Cement by the 45-μm (No. 325) Sieve
Verified Date: 01/23/2019
Date Tested: 09/13/2018
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Correction Factor (CF)
|
0.27 %
|
Corrected Residue (Rc)
|
10.47 %
|