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Sample Record for 2023-06-17-21

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

Project Information

Project ID: 994675 DEA: 07390204 EFIS: 0722000334 QA Service Level: 1
DIST-CO-RTE-PM: 07---
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-06-17-21
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Informational
Type of Material: Concrete Core
Sample Taken Date: 06/17/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/17/2023
The quantity of what the sample constitutes: 1
A brief description of the sample: Deck Core
From where was the sample collected: Job Site
Laboratory sample identification: Core 3B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vincent Thomas Bridge

Material Information

Detail description: Core 3B
Structure names: Vincent Thomas Bridge
Type of material: Concrete Core
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-06-17-21-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/14/2023
Date Tested: 07/10/2023
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test: DENSITY C39 IN WATER: 102.2PCF
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 1
Test performed With no density determined
Apparent mass of submerged cylinder 1 0 lb
Average diameter of cylinder 1 2.78 in
Cross sectional area of cylinder 1 6.07 in^2
Compressive strength of cylinder (to nearest 10 psi) 3100 psi
Maximum load on cylinder 1 20030 lb
Type of fracture pattern of cylinder 1 2
Comment on any defect in either specimen or caps (Max 250 Characters) SAMPLE TESTED AFTER SUBJECTED TO ASTM C642
Correction factor for cylinder 1 0.94
Age of specimen 0 days
Age of specimen in hours 0 hours
Serial number of delivery ticket, if available no data