Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2017-10-31-4
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: Quality Assurance
Type of Material: Cementitious
Sample Taken Date: 10/31/2017
Date that the sample was received by the laboratory/organization performing the testing: 10/31/2017
The quantity of what the sample constitutes: 500g
A brief description of the sample: Cement
From where was the sample collected: Other
Laboratory sample identification: CM179012
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: 059
DIME Test ID: 2017-10-31-4-2
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: 11/07/2017
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 Control -- Specimen 1 break was outside allowable range. Correct final result is 4160 PSI.
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311?
|
no
|
Compressive strength of 1st specimen (psi)
|
3635 psi
|
Compressive strength of 2nd specimen (psi)
|
4138 psi
|
Compressive strength of 3rd specimen (psi)
|
4182 psi
|
Average Compressive strength (to nearest 10 psi)
|
3990 psi
|
DIME Test ID: 2017-10-31-4-3
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: 11/28/2017
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: 28 Day Break Control -- Specimen 3 break was outside allowable range. Correct final result is 5210 PSI.
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311?
|
no
|
Compressive strength of 1st specimen (psi)
|
5296 psi
|
Compressive strength of 2nd specimen (psi)
|
5118 psi
|
Compressive strength of 3rd specimen (psi)
|
4728 psi
|
Average Compressive strength (to nearest 10 psi)
|
5050 psi
|