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Sample Record for 2021-06-01-3

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

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

Sample Information

DIME Sample ID: 2021-06-01-3
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: Proficiency
Type of Material: Cementitious
Sample Taken Date: 06/01/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/01/2021
The quantity of what the sample constitutes: 1 box
A brief description of the sample: CCRL pozzolan
From where was the sample collected: Source
Laboratory sample identification: CM218070
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CCRL

Material Information

Brand: CCRL
Mill: CCRL Pozzolan
Type of Cementitious Material: Class F or N Flyash
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2021-06-01-3-1
Test Method: ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
Verified Date: 03/21/2022
Date Tested: 06/22/2021
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
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311? yes
Age of specimen 15 days
The amount of flow 116.00 %
The amount of water used 47.0 %
Compressive strength of 1st specimen 5942 psi
Compressive strength of 2nd specimen no data
Compressive strength of 3rd specimen 5544 psi
Average Compressive strength (to nearest 10 psi) 0 psi
Average Compressive strength (to nearest 10 psi) control group 0 psi
Strength Activity Index of Portland Cement per ASTM C109 no data

Test 2 of 3

DIME Test ID: 2021-06-01-3-2
Test Method: ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
Verified Date: 03/21/2022
Date Tested: 06/01/2021
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 test
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311? yes
Age of specimen 0 days
The amount of flow 116.00 %
The amount of water used 47.0 %
Compressive strength of 1st specimen 4506 psi
Compressive strength of 2nd specimen 4674 psi
Compressive strength of 3rd specimen 4414 psi
Average Compressive strength (to nearest 10 psi) 4530 psi
Average Compressive strength (to nearest 10 psi) control group 0 psi
Strength Activity Index of Portland Cement per ASTM C109 no data

Test 3 of 3

DIME Test ID: 2021-06-01-3-3
Test Method: ASTM C1038-14b: Standard Test Method for Expansion of Hydraulic Cement Mortar Bars Stored in Water (Cement Mortar Bars)
Verified Date: 03/21/2022
Date Tested: 06/17/2021
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:
Specimen A Initial measurement at 24 hours 0.251 in
Specimen B Initial measurement at 24 hours 0.2825 in
Specimen C Initial measurement at 24 hours 0.2746 in
Specimen D Initial measurement at 24 hours 0.0099 in
Specimen A Final measurement at 14 days 0.2408 in
Specimen B Final measurement at 14 days 0.2727 in
Specimen C Final measurement at 14 days 0.2649 in
Specimen D Final measurement at 14 days 0 in
The average length of change of the four specimens -0.099 %