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Sample Record for 2023-03-21-7

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: 2023-03-21-7
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: 03/21/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/21/2023
The quantity of what the sample constitutes: 1 Bucket
A brief description of the sample: Portland Cement
From where was the sample collected: Source
Laboratory sample identification: CM239073
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CCRL POZZ CONTROL

Material Information

Brand: CCRL
Mill: CCRL Pozzolan Control
Type of Cementitious Material: Type II/V Cement
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2023-03-21-7-3
Test Method: CTM 527-February 2014: Method of Test for Expansion in Water and Contraction in Air of Portland Cement Mortar
Verified Date: 05/12/2023
Date Tested: 04/06/2023
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: Only 3 specimens used. Spec 4 data is bogus.
Test Result Compliance:
Additional Comments When Verified:
Average change in length in water 0.0218 %
Average change in length in air 0.0873 %

Test 2 of 3

DIME Test ID: 2023-03-21-7-4
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: 05/12/2023
Date Tested: 05/10/2023
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:
Will control cubes be used per ASTM C311? no
Age of specimen 28 days
The amount of flow 111 %
The amount of water used 48.5 %
Compressive strength of 1st specimen 4843 psi
Compressive strength of 2nd specimen 4960 psi
Compressive strength of 3rd specimen 4758 psi
Average Compressive strength (to nearest 10 psi) 4850 psi

Test 3 of 3

DIME Test ID: 2023-03-21-7-5
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: 05/12/2023
Date Tested: 05/10/2023
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:
Will control cubes be used per ASTM C311? no
Age of specimen 36 days
The amount of flow 111 %
The amount of water used 48.4 %
Compressive strength of 1st specimen 6026 psi
Compressive strength of 2nd specimen 6007 psi
Compressive strength of 3rd specimen 6084 psi
Average Compressive strength (to nearest 10 psi) 6040 psi