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Sample Record for 2023-05-05-53

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: 2023-05-05-53
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: 05/05/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/05/2023
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: CM235338
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Jaycee Fly Ash

Material Information

Brand: Robertsons
Mill: Jaycee
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: 2023-05-05-53-1
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: 07/31/2023
Date Tested: 06/27/2023
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: Specimen 1 was eliminated from the average for being outside allowable limits per ASTM C109
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311? yes
Age of specimen 7 days
The amount of flow 93.00 %
The amount of water used 47.2 %
Compressive strength of 1st specimen 4173 psi
Compressive strength of 2nd specimen 3799 psi
Compressive strength of 3rd specimen 3881 psi
Average Compressive strength (to nearest 10 psi) 3840 psi
Average Compressive strength (to nearest 10 psi) control group 4110 psi
Strength Activity Index of Portland Cement per ASTM C109 93 %

Test 2 of 3

DIME Test ID: 2023-05-05-53-2
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: 07/31/2023
Date Tested: 07/18/2023
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: Specimen 1 was eliminated from the average for being outside allowable limits per ASTM C109
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311? yes
Age of specimen 28 days
The amount of flow 93.00 %
The amount of water used 47.2 %
Compressive strength of 1st specimen 5323 psi
Compressive strength of 2nd specimen 4912 psi
Compressive strength of 3rd specimen 4801 psi
Average Compressive strength (to nearest 10 psi) 4860 psi
Average Compressive strength (to nearest 10 psi) control group 5000 psi
Strength Activity Index of Portland Cement per ASTM C109 97 %

Test 3 of 3

DIME Test ID: 2023-05-05-53-3
Test Method: ASTM C430-8: Standard Test Method for Fineness of Hydraulic Cement by the 45-μm (No. 325) Sieve
Verified Date: 07/31/2023
Date Tested: 05/23/2023
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) 25.0