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: 2024-12-02-28
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: 12/02/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/25/2024
The quantity of what the sample constitutes: 1 Bucket
A brief description of the sample: Type II/V Portland Cement
From where was the sample collected: Source
Laboratory sample identification: CM245492
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tehachapi II/V Cement
DIME Test ID: 2024-12-02-28-1
Test Method: ASTM C185-15a: Standard Test Method for Air Content of Hydraulic Cement Mortar
Verified Date: 03/04/2026
Date Tested: 01/30/2025
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:
|
Specific gravity
|
3.15
|
|
Water Content
|
240
|
|
The amount of flow (In percent)
|
91 %
|
|
The amount of water used (In percent)
|
68.6 %
|
|
Net Weight of Sample
|
850.87 grams
|
|
Air Content
|
6 %
|
DIME Test ID: 2024-12-02-28-2
Test Method: ASTM C191-13: Standard Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle
Verified Date: 03/04/2026
Date Tested: 02/03/2025
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:
|
Type of Water Used
|
Type IV grade reagent water
|
|
Initial time of setting
|
144 min
|
|
Final time of setting
|
225 min
|
DIME Test ID: 2024-12-02-28-3
Test Method: ASTM C204-11: Standard Test Methods for Fineness of Hydraulic Cement by Air-Permeability Apparatus
Verified Date: 03/04/2026
Date Tested: 03/07/2025
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:
|
Method Used
|
Test Method A
|
|
Test Time
|
116 seconds
|
|
Fineness
|
3870 cm^2/g
|
DIME Test ID: 2024-12-02-28-4
Test Method: ASTM C187-16: Standard Test Method for Amount of Water Required for Normal Consistency of Hydraulic Cement Paste (Water Normal Consistency)
Verified Date: 03/04/2026
Date Tested: 02/03/2025
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:
|
Mass of Water
|
174 g
|
|
Mass of Dry Cement
|
650 g
|
|
Water required for normal consistency
|
27.00 %
|
DIME Test ID: 2024-12-02-28-5
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: 03/04/2026
Date Tested: 01/21/2025
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
|
3 days
|
|
The amount of flow
|
104 %
|
|
The amount of water used
|
48.5 %
|
|
Compressive strength of 1st specimen
|
3400 psi
|
|
Compressive strength of 2nd specimen
|
3460 psi
|
|
Compressive strength of 3rd specimen
|
3560 psi
|
|
Average Compressive strength (to nearest 10 psi)
|
3470 psi
|
DIME Test ID: 2024-12-02-28-6
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: 03/04/2026
Date Tested: 01/28/2025
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
|
104 %
|
|
The amount of water used
|
48.5 %
|
|
Compressive strength of 1st specimen
|
4270 psi
|
|
Compressive strength of 2nd specimen
|
4390 psi
|
|
Compressive strength of 3rd specimen
|
4410 psi
|
|
Average Compressive strength (to nearest 10 psi)
|
4360 psi
|
DIME Test ID: 2024-12-02-28-7
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: 03/04/2026
Date Tested: 02/18/2025
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
|
104 %
|
|
The amount of water used
|
48.5 %
|
|
Compressive strength of 1st specimen
|
5710 psi
|
|
Compressive strength of 2nd specimen
|
5640 psi
|
|
Compressive strength of 3rd specimen
|
5650 psi
|
|
Average Compressive strength (to nearest 10 psi)
|
5670 psi
|
DIME Test ID: 2024-12-02-28-8
Test Method: ASTM C114-23-24: Portland Cement Chemical Analysis: ASTM C114 (sections 7,16,17,18,) & ASTM C150
Verified Date: 03/04/2026
Date Tested: 08/08/2025
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:
|
Al2O3
|
4.1 %
|
|
CaO
|
63.3 %
|
|
Fe2O3
|
3.78 %
|
|
K2O
|
0.41 %
|
|
MgO
|
1.1 %
|
|
Na2O
|
0.24 %
|
|
SO3
|
3.07 %
|
|
Loss on Ignition
|
2.3 %
|
|
CO3
|
1.2 %
|
|
Cl
|
0.003 %
|
|
SiO2
|
21.4 %
|
|
Total Alkali
|
0.51 %
|
|
C3A
|
no data
|
|
ss(C4AF + C2F)
|
no data
|
|
C3S
|
no data
|
