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: 2022-12-21-57
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: 12/21/2022
Date that the sample was received by the laboratory/organization performing the testing: 12/21/2022
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: CM235317
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cholla Ash
DIME Test ID: 2022-12-21-57-1
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: 03/07/2023
Date Tested: 02/28/2023
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: 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?
|
yes
|
|
Age of specimen
|
7 days
|
|
The amount of flow
|
102 %
|
|
The amount of water used
|
47 %
|
|
Compressive strength of 1st specimen
|
4066 psi
|
|
Compressive strength of 2nd specimen
|
3783 psi
|
|
Compressive strength of 3rd specimen
|
3658 psi
|
|
Average Compressive strength (to nearest 10 psi)
|
3720 psi
|
|
Average Compressive strength (to nearest 10 psi) control group
|
4220 psi
|
|
Strength Activity Index of Portland Cement per ASTM C109
|
88 %
|
DIME Test ID: 2022-12-21-57-2
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: 03/07/2023
Date Tested: 03/01/2023
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?
|
yes
|
|
Age of specimen
|
28 days
|
|
The amount of flow
|
102 %
|
|
The amount of water used
|
47 %
|
|
Compressive strength of 1st specimen
|
5152 psi
|
|
Compressive strength of 2nd specimen
|
4775 psi
|
|
Compressive strength of 3rd specimen
|
5061 psi
|
|
Average Compressive strength (to nearest 10 psi)
|
5000 psi
|
|
Average Compressive strength (to nearest 10 psi) control group
|
5150 psi
|
|
Strength Activity Index of Portland Cement per ASTM C109
|
97 %
|
DIME Test ID: 2022-12-21-57-3
Test Method: ASTM C430-8: Standard Test Method for Fineness of Hydraulic Cement by the 45-μm (No. 325) Sieve
Verified Date: 03/07/2023
Date Tested: 02/16/2023
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:
|
Correction Factor (CF)
|
.25
|
|
Corrected Residue (Rc)
|
19.3
|
