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Sample Record for 2022-07-21-17

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: 2022-07-21-17
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: 07/21/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/21/2022
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: CM225245
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mong Duong Ash

Material Information

Brand: Robertsons
Mill: Mong Duong
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: 2022-07-21-17-2
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: 09/29/2022
Date Tested: 08/08/2022
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:
Will control cubes be used per ASTM C311? yes
Age of specimen 7 days
The amount of flow 109 %
The amount of water used 47.0 %
Compressive strength of 1st specimen 3589 psi
Compressive strength of 2nd specimen 3529 psi
Compressive strength of 3rd specimen 3596 psi
Average Compressive strength (to nearest 10 psi) 3570 psi
Average Compressive strength (to nearest 10 psi) control group 4390 psi
Strength Activity Index of Portland Cement per ASTM C109 81 %

Test 2 of 3

DIME Test ID: 2022-07-21-17-3
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: 09/29/2022
Date Tested: 08/29/2022
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 3 was eliminated from the average for being outside allowable limits per Section 12 of 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 109 %
The amount of water used 47.0 %
Compressive strength of 1st specimen 4324 psi
Compressive strength of 2nd specimen 4294 psi
Compressive strength of 3rd specimen 4684 psi
Average Compressive strength (to nearest 10 psi) 4310 psi
Average Compressive strength (to nearest 10 psi) control group 5110 psi
Strength Activity Index of Portland Cement per ASTM C109 84 %

Test 3 of 3

DIME Test ID: 2022-07-21-17-4
Test Method: ASTM C430-8: Standard Test Method for Fineness of Hydraulic Cement by the 45-μm (No. 325) Sieve
Verified Date: 09/29/2022
Date Tested: 08/04/2022
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) .28
Corrected Residue (Rc) 25.7