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Sample Record for 2020-07-15-22

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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: 2020-07-15-22
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: 07/15/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/15/2020
The quantity of what the sample constitutes: 1 Bucket
A brief description of the sample: Class F Flyash
From where was the sample collected: Source
Laboratory sample identification: CM205045
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: ENX

Material Information

Brand: ENX
Mill: Genesee
Type of Cementitious Material: Class F or N Flyash
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2020-07-15-22-2
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: 08/18/2021
Date Tested: 11/16/2020
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: does not comply
Additional Comments When Verified:
Will control cubes be used per ASTM C311? yes
Age of specimen 7 days
The amount of flow 114 %
The amount of water used 46.0 %
Compressive strength of 1st specimen 3393 psi
Compressive strength of 2nd specimen 3238 psi
Compressive strength of 3rd specimen 3324 psi
Average Compressive strength (to nearest 10 psi) 3320 psi
Average Compressive strength (to nearest 10 psi) control group 4480 psi
Strength Activity Index of Portland Cement per ASTM C109 74 %

Test 2 of 5

DIME Test ID: 2020-07-15-22-3
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: 08/18/2021
Date Tested: 12/07/2020
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 3 was eliminated from the average for being outside allowable limits per Section 12 of ASTM C109
Test Result Compliance: does not comply
Additional Comments When Verified:
Will control cubes be used per ASTM C311? yes
Age of specimen 28 days
The amount of flow 114 %
The amount of water used 46.0 %
Compressive strength of 1st specimen 4409 psi
Compressive strength of 2nd specimen 4303 psi
Compressive strength of 3rd specimen 0 psi
Average Compressive strength (to nearest 10 psi) 4360 psi
Average Compressive strength (to nearest 10 psi) control group 5920 psi
Strength Activity Index of Portland Cement per ASTM C109 74 %

Test 3 of 5

DIME Test ID: 2020-07-15-22-4
Test Method: ASTM C430-8: Standard Test Method for Fineness of Hydraulic Cement by the 45-μm (No. 325) Sieve
Verified Date: 08/18/2021
Date Tested: 10/30/2020
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) .31
Corrected Residue (Rc) 20.5

Test 4 of 5

DIME Test ID: 2020-07-15-22-5
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: 08/18/2021
Date Tested: 07/08/2021
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: complies
Additional Comments When Verified:
Will control cubes be used per ASTM C311? yes
Age of specimen 7 days
The amount of flow 117 %
The amount of water used 46.0 %
Compressive strength of 1st specimen 3716 psi
Compressive strength of 2nd specimen 4032 psi
Compressive strength of 3rd specimen 3985 psi
Average Compressive strength (to nearest 10 psi) 3910 psi
Average Compressive strength (to nearest 10 psi) control group 4600 psi
Strength Activity Index of Portland Cement per ASTM C109 85 %

Test 5 of 5

DIME Test ID: 2020-07-15-22-6
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: 08/18/2021
Date Tested: 07/29/2021
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 -- Specimen 1 was eliminated from the average for being outside allowable limits per Section 12 of ASTM C109
Test Result Compliance: complies
Additional Comments When Verified:
Will control cubes be used per ASTM C311? yes
Age of specimen 28 days
The amount of flow 117 %
The amount of water used 46.0 %
Compressive strength of 1st specimen 5397 psi
Compressive strength of 2nd specimen 4878 psi
Compressive strength of 3rd specimen 4822 psi
Average Compressive strength (to nearest 10 psi) 4850 psi
Average Compressive strength (to nearest 10 psi) control group 5530 psi
Strength Activity Index of Portland Cement per ASTM C109 88 %