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Sample Record for 2023-02-23-4

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

Project Information

Project ID: 993173 DEA: 042J88U4 EFIS: 0418000401 QA Service Level: 1
DIST-CO-RTE-PM: 04-NAP-29-38.9/42.9
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-02-23-4
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Bay Area Field Office
Sample Organization Contact: (916) 284-6784
Type of Sample: Per Request
Type of Material: Concrete Core
Sample Taken Date: 02/23/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/24/2023
The quantity of what the sample constitutes: 1 Culvert
A brief description of the sample: A core from the concrete culvert
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Caltrans

Material Information

Detail description: 1 concrete Core
Structure names: Garnett Creek Branch Bridge
Type of material: Concrete core

Test Results

Test 1 of 1

DIME Test ID: 2023-02-23-4-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/02/2023
Date Tested: 03/01/2023
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email:
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 1
Test performed With no density determined
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 3.35 in
Cross sectional area of cylinder 1 8.81 in^2
Compressive strength of cylinder (to nearest 10 psi) 6138 psi
Maximum load on cylinder 1 54103 lbf
Type of fracture pattern of cylinder 1 2
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Age of specimen 6 days
Age of specimen in hours no data