Sample Record for 2024-12-02-22
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
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
Sample Information
DIME Sample ID: 2024-12-02-22
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: 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: 12/02/2024
The quantity of what the sample constitutes: 1 Bucket
A brief description of the sample: Type IT Portland Cement
From where was the sample collected: Source
Laboratory sample identification: CM24N416
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CalPortland IT(P10)(L10) Cement
Material Information
Brand: CalPortland
Mill: Oro Grande
Type of Cementitious Material: Blended Cement
Test Results
Test
DIME Test ID: 2024-12-02-22-1
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
|
3.02
|
|
Water Content
|
236
|
|
The amount of flow (In percent)
|
92.0 %
|
|
The amount of water used (In percent)
|
67.4 %
|
|
Net Weight of Sample
|
837.98 grams
|
|
Air Content
|
7 %
|
Test
DIME Test ID: 2024-12-02-22-2
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: 02/24/2025
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
|
120 min
|
|
Final time of setting
|
210 min
|
Test
DIME Test ID: 2024-12-02-22-4
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: 02/24/2025
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
|
186 g
|
|
Mass of Dry Cement
|
650 g
|
|
Water required for normal consistency
|
28.62 %
|
Test
DIME Test ID: 2024-12-02-22-3
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
|
212 seconds
|
|
Fineness
|
5220 cm^2/g
|
Test
DIME Test ID: 2024-12-02-22-8
Test Method: ASTM C430-8: Standard Test Method for Fineness of Hydraulic Cement by the 45-μm (No. 325) Sieve
Verified Date: 03/04/2026
Date Tested: 02/01/2025
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: Correction factor actually negative
Test Result Compliance:
Additional Comments When Verified:
|
Corrected residue, % (Rc)
|
1.6 %
|
|
Fineness of the cement as the corrected percentage passing the 45 micrometers sieve (No. 325)
|
98.4 %
|
Test
DIME Test ID: 2024-12-02-22-9
Test Method: ASTM C188-15: Standard Test Method for Density of Hydraulic Cement
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:
|
Density of hydraulic cement
|
3.02 g/cm^3
|
Test
DIME Test ID: 2024-12-02-22-5
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: 01/30/2025
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:
|
Will control cubes be used per ASTM C311?
|
no
|
|
Age of specimen
|
3 days
|
|
The amount of flow
|
118 %
|
|
The amount of water used
|
48.5 %
|
|
Compressive strength of 1st specimen
|
3490 psi
|
|
Compressive strength of 2nd specimen
|
3530 psi
|
|
Compressive strength of 3rd specimen
|
3590 psi
|
|
Average Compressive strength (to nearest 10 psi)
|
3540 psi
|
Test
DIME Test ID: 2024-12-02-22-6
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: 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:
|
Will control cubes be used per ASTM C311?
|
no
|
|
Age of specimen
|
7 days
|
|
The amount of flow
|
118 %
|
|
The amount of water used
|
48.5 %
|
|
Compressive strength of 1st specimen
|
4470 psi
|
|
Compressive strength of 2nd specimen
|
4780 psi
|
|
Compressive strength of 3rd specimen
|
4670 psi
|
|
Average Compressive strength (to nearest 10 psi)
|
4640 psi
|
Test
DIME Test ID: 2024-12-02-22-7
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: 02/24/2025
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
|
118 %
|
|
The amount of water used
|
48.5 %
|
|
Compressive strength of 1st specimen
|
5670 psi
|
|
Compressive strength of 2nd specimen
|
5880 psi
|
|
Compressive strength of 3rd specimen
|
5690 psi
|
|
Average Compressive strength (to nearest 10 psi)
|
5750 psi
|
Test
DIME Test ID: 2024-12-02-22-10
Test Method: ASTM C114-23-24: Blended Cement Chemical Analysis: ASTM C114 (sections 7,16,17,18) & ASTM C595
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
This test has been superseded on 03/04/2026. The corrected test ID is: 2024-12-02-22-11
Reason: corrected
Test
DIME Test ID: 2024-12-02-22-11
Test Method: ASTM C114-23-24: Blended Cement Chemical Analysis: ASTM C114 (sections 7,16,17,18) & ASTM C595
Verified Date: 03/04/2026
Date Tested: 06/25/2025
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:
The test was superseded from test ID: 2024-12-02-22-10
Test Result Compliance:
Additional Comments When Verified:
|
Insoluble Residue (IS only)
|
9.23 %
|
|
Loss on Ignition
|
5.4 %
|
|
SO3
|
2.33 %
|
|
Sulfide (IS only)
|
0.02 %
|
|
MgO (IP only)
|
2 %
|
