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: 2026-01-16-50
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: 01/16/2026
Date that the sample was received by the laboratory/organization performing the testing: 01/16/2026
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: CM26N601
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Oak Grove Ash
DIME Test ID: 2026-01-16-50-1
Test Method: ASTM C430-8: Standard Test Method for Fineness of Hydraulic Cement by the 45-μm (No. 325) Sieve
Verified Date: 06/16/2026
Date Tested: 04/01/2026
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: Retained amount and correction factor not provided
Test Result Compliance:
Additional Comments When Verified:
|
Correction Factor (CF)
|
0
|
|
Corrected Residue (Rc)
|
28.70
|
DIME Test ID: 2026-01-16-50-2
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: 06/16/2026
Date Tested: 03/23/2026
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
|
7 days
|
|
The amount of flow
|
132 %
|
|
The amount of water used
|
97.9 %
|
|
Compressive strength of 1st specimen
|
3630 psi
|
|
Compressive strength of 2nd specimen
|
3690 psi
|
|
Compressive strength of 3rd specimen
|
3770 psi
|
|
Average Compressive strength (to nearest 10 psi)
|
3700 psi
|
|
Average Compressive strength (to nearest 10 psi) control group
|
4580 psi
|
|
Strength Activity Index of Portland Cement per ASTM C109
|
81 %
|
DIME Test ID: 2026-01-16-50-3
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: 06/16/2026
Date Tested: 04/13/2026
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
|
132 %
|
|
The amount of water used
|
97.9 %
|
|
Compressive strength of 1st specimen
|
5210 psi
|
|
Compressive strength of 2nd specimen
|
4850 psi
|
|
Compressive strength of 3rd specimen
|
5060 psi
|
|
Average Compressive strength (to nearest 10 psi)
|
5040 psi
|
|
Average Compressive strength (to nearest 10 psi) control group
|
5530 psi
|
|
Strength Activity Index of Portland Cement per ASTM C109
|
91 %
|
DIME Test ID: 2026-01-16-50-4
Test Method: ASTM C311-24: Standard Test Methods for Sampling and Testing Coal Ash or Natural Pozzolans for Use in Concrete (Sections 11-17)
Verified Date: 06/16/2026
Date Tested: 04/01/2026
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:
|
Moisture content
|
0.1 %
|
|
Loss of ignition
|
0.1 %
|
|
SiO2
|
53.4 %
|
|
Al2O3
|
20.1 %
|
|
Fe2O3
|
5.78 %
|
|
CaO
|
13.8 %
|
|
MgO
|
2.7 %
|
|
SO3
|
53.4 %
|
|
Total Na2O
|
0.3 %
|
|
Total K2O
|
1.01 %
|
|
Available Na2O
|
no data0 %
|
|
Available K2O
|
no data0 %
|
|
Available Alkali (as Eq. Na2O)
|
0.36 %
|
|
Total alkali (as Eq. Na2O)
|
0.96 %
|
|
SiO2, Al2O3, Fe2O3
|
79.28 %
|