Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
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
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
|
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
|