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Sample Record for 2024-09-06-20

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

Project Information

Project ID: 993253 DEA: 033F0604 EFIS: 0312000052 QA Service Level: 1
DIST-CO-RTE-PM: 03-GLE-162-76.3/78.6
Work Description:
Location Description:
Contractor Name: GOLDEN STATE BRIDGE
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Dustin Watts Structure Rep.: Matt Crete

Sample Information

DIME Sample ID: 2024-09-06-20
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3667 - Chico
Sample Organization Contact: (530) 713-7871
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 09/06/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/07/2024
The quantity of what the sample constitutes: Frame 6 S&S, Pour 2, Set 2
A brief description of the sample: PCC
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mathews Readymix

Material Information

The concrete mix design number: 07215P15
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 16029285
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: On Job Site at Concrete Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2024-09-06-20-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/14/2024
Date Tested: 09/14/2024
Submitted By Organization: CT D03 - Chico Field Laboratory
Organization Address: 2707 Notre Dame Boulevard,
Organization City: Chico
Organization State: CA
Organization Zipcode: 95928
Organization Email: bmckeehan@ghirardelliassoc.com
Organization Phone: (916) 799-4305
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 3
Test performed With no density determined
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.00 in
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 3 4.00 in
Cross sectional area of cylinder 1 12.57 in^2
Cross sectional area of cylinder 2 12.57 in^2
Cross sectional area of cylinder 3 12.57 in^2
Compressive strength (to nearest 10 psi) 4550 psi
Maximum load on cylinder 1 55340 lb
Maximum load on cylinder 2 57420 lb
Maximum load on cylinder 3 58670 lb
Compressive strength of cylinder 1 4402.5 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 4568.0 psi
Compressive strength of cylinder 3 4667.5 psi
Type of fracture pattern of cylinder 2 3
Type of fracture pattern of cylinder 3 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
Correction factor for cylinder 3 1
Age of specimen 7 days
Age of specimen in hours no data0 hours