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: 2018-05-31-3
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: 05/31/2018
Date that the sample was received by the laboratory/organization performing the testing: 05/31/2018
The quantity of what the sample constitutes: 1 Bucket
A brief description of the sample: Bridger Fly Ash
From where was the sample collected: Source
Laboratory sample identification: CM185818
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Boral
DIME Test ID: 2018-05-31-3-2
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: 06/19/2018
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 -- Specimen 3 break was outside allowable range. Correct final result is 3260 PSI. SAI is 82%
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311?
|
yes
|
Compressive strength of 1st specimen (psi)
|
3160 psi
|
Compressive strength of 2nd specimen (psi)
|
3367 psi
|
Compressive strength of 3rd specimen (psi)
|
2948 psi
|
Average Compressive strength (to nearest 10 psi)
|
3160 psi
|
Average Compressive strength (to nearest 10 psi) control group
|
3957 psi
|
Strength Activity Index of Portland Cement per ASTM C311
|
80
|
DIME Test ID: 2018-05-31-3-4
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: 06/05/2018
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:
Additional Comments When Verified:
Correction Factor (CF)
|
0.28 %
|
Corrected Residue (Rc)
|
21.17 %
|
DIME Test ID: 2018-05-31-3-5
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: 07/10/2018
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 test -- Specimen 1 break was outside allowable range. Correct final result is 4550 PSI. SAI is 89%
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311?
|
yes
|
Compressive strength of 1st specimen (psi)
|
4011.5 psi
|
Compressive strength of 2nd specimen (psi)
|
4724.75 psi
|
Compressive strength of 3rd specimen (psi)
|
4383.75 psi
|
Average Compressive strength (to nearest 10 psi)
|
4370 psi
|
Average Compressive strength (to nearest 10 psi) control group
|
5130 psi
|
Strength Activity Index of Portland Cement per ASTM C311
|
85
|