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Sample Record for 2018-05-18-2

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 88888 DEA: SMTL-STOCK EFIS: SMTL-STOCK QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for SMTL stock material. Object Code: 1025. J2 DEA: 912680.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2018-05-18-2
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Sample Organization Contact: (916) 227-7071
Type of Sample: Control Sample
Type of Material: Cementitious
Sample Taken Date: 05/18/2018
Date that the sample was received by the laboratory/organization performing the testing: 05/18/2018
The quantity of what the sample constitutes: 1 Bucket
A brief description of the sample: control for Silica Fume
From where was the sample collected: Source
Laboratory sample identification: CM189006
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

Test 1 of 1

DIME Test ID: 2018-05-18-2-2
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 03/22/2019
Date Tested: 08/13/2018
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 Break. Cube 3 falls outside of spec range. Actual strength is 4710 psi.
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311? no
Compressive strength of 1st specimen (psi) 4714 psi
Compressive strength of 2nd specimen (psi) 4714 psi
Compressive strength of 3rd specimen (psi) 5341 psi
Average Compressive strength (to nearest 10 psi) 4920 psi