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Sample Record for 2020-05-05-17


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: Contractor Address:
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-05-05-17
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: 05/05/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/05/2020
The quantity of what the sample constitutes: 1 Bucket
A brief description of the sample: Type II Cement
From where was the sample collected: Source
Laboratory sample identification: CM205026
Structure unique identifier:
Structure name:

Material Information

Brand: Nevada Cement
Mill: Fernley
Type of Cementitious Material: Type II Cement

Test Results

Test 1 of 5

DIME Test ID: 2020-05-05-17-2
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: 09/03/2020
Date Tested: 06/26/2020
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: 3 day test
Additional Comments When Verified:
Will control cubes be used per ASTM C311? no
The amount of flow no data %
The amount of water used 48.4 %
Compressive strength of 1st specimen 3266 psi
Compressive strength of 2nd specimen 3292 psi
Compressive strength of 3rd specimen 3338 psi
Average Compressive strength (to nearest 10 psi) 3300 psi

Test Results

Test 2 of 5

DIME Test ID: 2020-05-05-17-3
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: 09/03/2020
Date Tested: 06/30/2020
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: 7 day test -- Specimen 2 break was outside allowable range per Section 13 of ASTM C109-16. Average compressive strength shown is based on remaining 2 specimens.
Additional Comments When Verified:
Will control cubes be used per ASTM C311? no
The amount of flow no data %
The amount of water used 48.4 %
Compressive strength of 1st specimen 4075 psi
Compressive strength of 2nd specimen 3857 psi
Compressive strength of 3rd specimen 4298 psi
Average Compressive strength (to nearest 10 psi) 4190 psi

Test Results

Test 3 of 5

DIME Test ID: 2020-05-05-17-4
Test Method: ASTM C191-13: Standard Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle
Verified Date: 09/03/2020
Date Tested: 08/04/2020
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments:
Additional Comments When Verified:
Type of Water Used Type IV grade reagent water
Initial time of setting 175 min
Final time of setting no data

Test Results

Test 4 of 5

DIME Test ID: 2020-05-05-17-5
Test Method: ASTM C185-15a: Standard Test Method for Air Content of Hydraulic Cement Mortar
Verified Date: 09/03/2020
Date Tested: 08/14/2020
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments:
Additional Comments When Verified:
Specific gravity 3.15
Water Content 240
The amount of flow (In percent) 94 %
The amount of water used (In percent) 68.57 %
Net Weight of Sample 839.2 grams
Air Content 7 %

Test Results

Test 5 of 5

DIME Test ID: 2020-05-05-17-6
Test Method: ASTM C204-11: Standard Test Methods for Fineness of Hydraulic Cement by Air-Permeability Apparatus
Verified Date: 09/03/2020
Date Tested: 07/30/2020
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments:
Additional Comments When Verified:
Method Used Test Method A
Test Time 94 seconds
Fineness 3913 cm^2/g