Print Report | Back to Sample Detail

Sample Record for 2018-02-26-1

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: STOCK EFIS: 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: 2018-02-26-1
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: 02/26/2018
Date that the sample was received by the laboratory/organization performing the testing: 02/26/2018
The quantity of what the sample constitutes: 6 cubes
A brief description of the sample: Control for Slag
From where was the sample collected: Other
Laboratory sample identification: CM189003
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Nevada Cement

Material Information

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

Test Results

Test 1 of 2

DIME Test ID: 2018-02-26-1-1
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: 03/05/2018
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: 7 Day Break -- Specimen 3 break was outside allowable range. Correct final result is 3510 PSI.
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311? no
Compressive strength of 1st specimen (psi) 3541.5 psi
Compressive strength of 2nd specimen (psi) 3476.25 psi
Compressive strength of 3rd specimen (psi) 3791.25 psi
Average Compressive strength (to nearest 10 psi) 3600 psi

Test 2 of 2

DIME Test ID: 2018-02-26-1-2
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 03/26/2018
Date Tested: 03/26/2018
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: 28 Day Break
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311? no
Compressive strength of 1st specimen (psi) 4619 psi
Compressive strength of 2nd specimen (psi) 4591 psi
Compressive strength of 3rd specimen (psi) 4295 psi
Average Compressive strength (to nearest 10 psi) 4500 psi

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.