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Sample Record for 2024-08-14-36

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Project Information

Project ID: 993318 DEA: 11423704 EFIS: 1116000059 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-8-R31.8/R41.7
Work Description: PLACE CRCP, HMA, MGS, AND WATER POLLUTION CONTROL SYSTEM.
Location Description: SAN DIEGO COUNTY NEAR ALPINE FROM VIEJAS CREEK BRIDGE TO PINE VALLEY CREEK BRIDGE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 5860 El Camino Real, Ste 200, Carlsbad, CA 92008
Resident Engineer: Art Pannu Structure Rep.: Carlos Guzman

Sample Information

DIME Sample ID: 2024-08-14-36
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 518-8709
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 08/14/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/15/2024
The quantity of what the sample constitutes: 6 beams
A brief description of the sample: Concrete
From where was the sample collected: Job Site
Laboratory sample identification: 6588-B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite

Material Information

The concrete mix design number: G3-22-PCC 308R
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: Not Privided
Concrete batch plant: Granite
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Job Site
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 2

DIME Test ID: 2024-08-14-36-1
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Verified Date: 08/23/2024
Date Tested: 08/23/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: 7 days, 2 Beams, 570 psi @ 28 days
Test Result Compliance: complies
Additional Comments When Verified:
Number of specimens 2
Unit system used? US Units
Does the testing machine measure load or stress on the beam specimen? Load
Fracture initiates in the tension surface Within the Middle Third of the Span Length
Is a beam dimensional correction factor used? No
Modulus of rupture average 600 psi
Modulus of rupture 615 psi
Modulus of rupture 2 580 psi
Age of specimen 7 days

Test 2 of 2

DIME Test ID: 2024-08-14-36-2
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Verified Date: 09/12/2024
Date Tested: 09/11/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: 28 days, 2 Beams, 570 psi @ 28 days.
Test Result Compliance: complies
Additional Comments When Verified:
Number of specimens 2
Unit system used? US Units
Does the testing machine measure load or stress on the beam specimen? Load
Fracture initiates in the tension surface Within the Middle Third of the Span Length
Is a beam dimensional correction factor used? No
Modulus of rupture average 725 psi
Modulus of rupture 715 psi
Modulus of rupture 2 730 psi
Age of specimen 28 days