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Sample Record for 2020-09-01-22

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: 2020-09-01-22
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: Proficiency
Type of Material: Cementitious
Sample Taken Date: 09/01/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/01/2020
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: CCRL pozz control cement
From where was the sample collected: Other
Laboratory sample identification: CM208000
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CCRL

Material Information

Brand: CCRL
Mill: CCRL Pozzolan Control
Type of Cementitious Material: Type II/V Cement
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2020-09-01-22-2
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: 07/11/2022
Date Tested: 09/22/2020
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:
Will control cubes be used per ASTM C311? no
Age of specimen 7 days
The amount of flow 134 %
The amount of water used 48.4 %
Compressive strength of 1st specimen 4457 psi
Compressive strength of 2nd specimen 4254 psi
Compressive strength of 3rd specimen 4837 psi
Average Compressive strength (to nearest 10 psi) 4850 psi

Test 2 of 2

DIME Test ID: 2020-09-01-22-3
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: 07/11/2022
Date Tested: 10/13/2020
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:
Will control cubes be used per ASTM C311? no
Age of specimen 28 days
The amount of flow 134 %
The amount of water used 48.4 %
Compressive strength of 1st specimen 5630 psi
Compressive strength of 2nd specimen 5959 psi
Compressive strength of 3rd specimen 5500 psi
Average Compressive strength (to nearest 10 psi) 5700 psi