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Sample Record for 2023-01-27-39

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Project Information

Project ID: 994464 DEA: 042Y8804 EFIS: 0423000169 QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-12-15.382/15.382
Work Description:
Location Description:
Contractor Name: Ghilotti Brothers
Contractor Address: 246 Ghilloti Ave, Santa Rosa CA 95407
Resident Engineer: Leonard brajnikoff Structure Rep.: James Cook

Sample Information

DIME Sample ID: 2023-01-27-39
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Petaluma Field Laboratory
Sample Organization Contact: (510) 385-6841
Type of Sample: Acceptance
Type of Material: Concrete Core
Sample Taken Date: 01/27/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/21/2023
The quantity of what the sample constitutes: 36 CY
A brief description of the sample: Rapid Strength Concrete Type III
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 20-0203R/L
Structure name: Hwy 12, Dutton Bridge, Approach Slab Northeast, Lane 1
The fabricator/manufacturer/facility name: Ghilotti Brothers

Material Information

Detail description: Two core cylinders are three inch in diameter and about eleven inches tall
Structure names: Dutton bridge approach slab
Type of material: Rapid strength concrete Type III
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-01-27-39-1
Test Method: ASTM C42-13: Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete
Verified Date: 03/21/2023
Date Tested: 03/21/2023
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:
Length of Core 5.79
L/D Ratio 1.47
Diameter of Core 3.93
Type of Fracture 1
Age of Specimen 1
Compressive Strength 8246
Correction Factor 0.957
Corrected Strength 7890
Calculated Density 0