Sample Record for 2024-10-25-59
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: 2024-10-25-59
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: 10/25/2024
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: CM245489
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fernley II/V Cement
Material Information
Brand: Nevada Cement
Mill: Fernley
Type of Cementitious Material: Type II/V Cement
Test Results
Test 1 of 8
DIME Test ID: 2024-10-25-59-1
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: Tare wt. value was not provided.
Test Result Compliance:
Additional Comments When Verified:
Due to test owner's privacy settings, you do not have permission to view this test data.
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Specific gravity
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3.15
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Water Content
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240
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The amount of flow (In percent)
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92 %
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The amount of water used (In percent)
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68.57 %
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Net Weight of Sample
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848.0 grams
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Air Content
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6 %
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Test 2 of 8
DIME Test ID: 2024-10-25-59-2
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: 04/23/2025
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:
Due to test owner's privacy settings, you do not have permission to view this test data.
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Type of Water Used
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Type IV grade reagent water
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Initial time of setting
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147 min
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Final time of setting
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240 min
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Test 3 of 8
DIME Test ID: 2024-10-25-59-3
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:
Due to test owner's privacy settings, you do not have permission to view this test data.
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Method Used
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Test Method A
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Test Time
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125 seconds
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Fineness
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4010 cm^2/g
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Test 4 of 8
DIME Test ID: 2024-10-25-59-4
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: 02/04/2025
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:
Due to test owner's privacy settings, you do not have permission to view this test data.
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Mass of Water
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172 g
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Mass of Dry Cement
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650 g
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Water required for normal consistency
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26.50 %
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Test 5 of 8
DIME Test ID: 2024-10-25-59-5
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:
Due to test owner's privacy settings, you do not have permission to view this test data.
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Will control cubes be used per ASTM C311?
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no
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Age of specimen
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3 days
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The amount of flow
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134 %
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The amount of water used
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48.5 %
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Compressive strength of 1st specimen
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4230 psi
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Compressive strength of 2nd specimen
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3950 psi
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Compressive strength of 3rd specimen
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4210 psi
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Average Compressive strength (to nearest 10 psi)
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4130 psi
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Test 6 of 8
DIME Test ID: 2024-10-25-59-6
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:
Due to test owner's privacy settings, you do not have permission to view this test data.
|
Will control cubes be used per ASTM C311?
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no
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Age of specimen
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7 days
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The amount of flow
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134 %
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The amount of water used
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48.5 %
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Compressive strength of 1st specimen
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5370 psi
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Compressive strength of 2nd specimen
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5310 psi
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Compressive strength of 3rd specimen
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5130 psi
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Average Compressive strength (to nearest 10 psi)
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5270 psi
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Test 7 of 8
DIME Test ID: 2024-10-25-59-7
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:
Due to test owner's privacy settings, you do not have permission to view this test data.
|
Will control cubes be used per ASTM C311?
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no
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Age of specimen
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28 days
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The amount of flow
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134 %
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The amount of water used
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48.5 %
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Compressive strength of 1st specimen
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6650 psi
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Compressive strength of 2nd specimen
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6650 psi
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Compressive strength of 3rd specimen
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6620 psi
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Average Compressive strength (to nearest 10 psi)
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6640 psi
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Test 8 of 8
DIME Test ID: 2024-10-25-59-8
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:
Due to test owner's privacy settings, you do not have permission to view this test data.
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Al2O3
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4.2 %
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CaO
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63.1 %
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Fe2O3
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3.5 %
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K2O
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0.47 %
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MgO
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2.4 %
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Na2O
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0.17 %
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SO3
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3.04 %
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Loss on Ignition
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2.8 %
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CO3
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2.1 %
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Cl
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0.031 %
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SiO2
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20.1 %
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Total Alkali
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0.48 %
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C3A
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no data
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ss(C4AF + C2F)
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no data
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C3S
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no data
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