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: 2021-06-01-1
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: 06/01/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/01/2021
The quantity of what the sample constitutes: 1 box
A brief description of the sample: CCRL pozz control cement
From where was the sample collected: Source
Laboratory sample identification: CM219069
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CCRL
DIME Test ID: 2021-06-01-1-1
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: 06/08/2021
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 Section 12 of ASTM C109
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
|
122 %
|
The amount of water used
|
48.5 %
|
Compressive strength of 1st specimen
|
4429 psi
|
Compressive strength of 2nd specimen
|
4840 psi
|
Compressive strength of 3rd specimen
|
4899 psi
|
Average Compressive strength (to nearest 10 psi)
|
4870 psi
|
DIME Test ID: 2021-06-01-1-2
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: 06/17/2021
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
|
119 %
|
The amount of water used
|
48.5 %
|
Compressive strength of 1st specimen
|
6862 psi
|
Compressive strength of 2nd specimen
|
7011 psi
|
Compressive strength of 3rd specimen
|
6862 psi
|
Average Compressive strength (to nearest 10 psi)
|
6910 psi
|