Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 8801 DEA: AML-CEM EFIS: AML-CEM
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for Cementitious Materials for use in Concrete Authorized Material List (AML)
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2024-10-25-61
TL Number from the TL Form:
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: 10/25/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/25/2024
The quantity of what the sample constitutes: 1 Bucket
A brief description of the sample: Fly Ash
From where was the sample collected: Source
Laboratory sample identification: CM245487
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fernley Class N Ash
DIME Test ID: 2024-10-25-61-1
Test Method: ASTM C430-8: Standard Test Method for Fineness of Hydraulic Cement by the 45-μm (No. 325) Sieve
Verified Date: 03/04/2026
Date Tested: 02/03/2025
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: Correction factor value was not provided.
Atlas - WJE
Test Result Compliance:
Additional Comments When Verified:
Due to test owner's privacy settings, you do not have permission to view this test data.
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Correction Factor (CF)
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0 %
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Corrected Residue (Rc)
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8.13 %
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DIME Test ID: 2024-10-25-61-2
Test Method: ASTM C109-21: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
Verified Date: 03/04/2026
Date Tested: 02/05/2025
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: Atlas - WJE
Test Result Compliance:
Additional Comments When Verified:
Due to test owner's privacy settings, you do not have permission to view this test data.
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Will control cubes be used per ASTM C311?
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yes
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Age of specimen
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7 days
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The amount of flow
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104 %
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The amount of water used
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47 %
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Compressive strength of 1st specimen
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2920 psi
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Compressive strength of 2nd specimen
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2960 psi
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Compressive strength of 3rd specimen
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3110 psi
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Average Compressive strength (to nearest 10 psi)
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3000 psi
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Average Compressive strength (to nearest 10 psi) control group
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3620 psi
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Strength Activity Index of Portland Cement per ASTM C109
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83 %
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DIME Test ID: 2024-10-25-61-3
Test Method: ASTM C109-21: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
Verified Date: 03/04/2026
Date Tested: 02/26/2025
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: Atlas - WJE
Test Result Compliance:
Additional Comments When Verified:
Due to test owner's privacy settings, you do not have permission to view this test data.
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Will control cubes be used per ASTM C311?
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yes
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Age of specimen
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28 days
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The amount of flow
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104 %
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The amount of water used
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47 %
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Compressive strength of 1st specimen
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3640 psi
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Compressive strength of 2nd specimen
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3620 psi
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Compressive strength of 3rd specimen
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3670 psi
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Average Compressive strength (to nearest 10 psi)
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3640 psi
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Average Compressive strength (to nearest 10 psi) control group
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4280 psi
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Strength Activity Index of Portland Cement per ASTM C109
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85 %
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