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Testing Report for 2016-01-01-3-2

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

Project Information

DEA: STOCK
EFIS: STOCK
Project ID: 88888
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: 2016-01-01-3
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: Annual Source Testing
Type of Material: Cementitious
Sample Taken Date: 1/1/2016
Date that the sample was received by the laboratory/organization performing the testing: 1/1/2016
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: CM165608
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: See below

Material Information

Brand: Salt River Materials Group
Mill: Clarkdale
Type of Cementitious Material: Type II/V Cement

Test Information

DIME Test ID: 2016-01-01-3-2
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Date Tested: 5/24/2016
Verified Date: 3/20/2019
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Blvd,
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 :

Submitted Test Results

Will control cubes be used per ASTM C311?: no data
Compressive strength of 1st specimen (psi): 4234 psi
Compressive strength of 2nd specimen (psi): 4614.75 psi
Compressive strength of 3rd specimen (psi): 4390.75 psi
Average Compressive strength (to nearest 10 psi): 6620 psi