Sample Record for 2024-08-05-47
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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: 2024-08-05-47
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: 08/05/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/06/2024
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: 6579-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: 2024-08-05-47-1
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: 14 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
|
750 psi
|
|
Modulus of rupture
|
740 psi
|
|
Modulus of rupture 2
|
760 psi
|
|
Age of specimen
|
14 days
|
Test 2 of 2
DIME Test ID: 2024-08-05-47-2
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Verified Date: 08/26/2024
Date Tested: 08/26/2024
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: 21 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
|
755 psi
|
|
Modulus of rupture
|
810 psi
|
|
Modulus of rupture 2
|
695 psi
|
|
Age of specimen
|
no data0 days
|