Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
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
Detail description: 1 concrete Core
Structure names: Garnett Creek Branch Bridge
Type of material: Concrete core
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: spencer.adams@dot.ca.gov
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
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Compressive strength of cylinder (to nearest 10 psi)
|
6138 psi
|
Maximum load on cylinder 1
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54103 lbf
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Type of fracture pattern of cylinder 1
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2
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Age of specimen
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6 days
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Age of specimen in hours
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no data
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