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Sample Record for 2023-04-25-10

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: 2023-04-25-10
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: 04/25/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/25/2023
The quantity of what the sample constitutes: 1 Bucket
A brief description of the sample: Silica fume control cubes
From where was the sample collected: Source
Laboratory sample identification: CM239320
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Nevada Cement

Material Information

Brand: Nevada Cement
Mill: Fernley Nevada
Type of Cementitious Material: Type II/V Cement
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-04-25-10-1
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: 05/24/2023
Date Tested: 05/02/2023
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: 7 day
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 100.00 %
The amount of water used 48.4 %
Compressive strength of 1st specimen 3968 psi
Compressive strength of 2nd specimen 4099 psi
Compressive strength of 3rd specimen 3975 psi
Average Compressive strength (to nearest 10 psi) 4010 psi