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Testing Report for 2020-02-20-24-1

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

Project Information

Project ID: 214680 DEA: 030F2854 EFIS: 0319000205 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-7.1/9.4
Work Description: Construct the temporary bridge superstructures, adjacent paving and pave temporary alignment
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Masoud Saed Structure Rep.: Ha, Chau

Sample Information

DIME Sample ID: 2020-02-20-24
TL Number from the TL Form:
Sample Submitted By Organization: Con-Fab California Corporation - Lathrop
Sample Organization Contact: 209-249-4700
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 02/20/2020
Date that the sample was received by the laboratory/organization performing the testing: 02/21/2020
The quantity of what the sample constitutes: 2
A brief description of the sample: 6"x12" Cylinders
From where was the sample collected: Source
Laboratory sample identification: 1B 2-20-20
Structure unique identifier:
Structure name: Voided Slabs
The fabricator/manufacturer/facility name: Con-Fab California, LLC

Material Information

The concrete mix design number: VER-80LV
The truck number from where the sample was collected: 4th
The batch plant ticket number from where the sample was collected: 5036
Concrete batch plant: BP3
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Bed 2, 4th Truck
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Information

DIME Test ID: 2020-02-20-24-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231
Verified Date: 04/14/2020
Date Tested: 02/21/2020
Submitted By Organization: Con-Fab California Corporation - Lathrop
Organization Address: 1910 E. Lathrop Rd.,
Organization City: Lathrop
Organization State: CA
Organization Zipcode: 95330
Organization Email:
Organization Phone: 209-249-4700
General Comments for this Test:
Additional Comments When Verified:

Submitted Test Results

Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Capped in accordance with? ASTM C1231
Compressive strength (to nearest 10 psi) 4470 psi
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Maximum load on cylinder 1 126479 lb
Maximum load on cylinder 2 124472 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 2
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Correction factor for cylinder 2 1
Age of specimen 1 days