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Sample Record for 2023-10-14-15

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

Project Information

Project ID: 214336 DEA: 07302404 EFIS: 0713000488 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-101-37/40
Work Description: PADRE JUAN REHAB
Location Description: VEN 101
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4820 McGrath Street, Suite 101, Ventura, CA 93003
Resident Engineer: Alfred Ira Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-10-14-15
TL Number from the TL Form:
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 10/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/15/2023
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: JPCP-RSC Beams
From where was the sample collected: Job Site
Laboratory sample identification: 23-1683
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Rock

Material Information

The concrete mix design number: G3-22-PRS-299
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Batch Plant Loader Bucket
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: 2023-10-14-15-1
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 10/25/2023
Date Tested: 10/24/2023
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
General Comments for this Test: VEN Rte. 101 R36.3/R40.6 North of Padre Juan Rd. OC Sta. 2081+50 to Sta. 2089+14
Test Result Compliance:
Additional Comments When Verified:
Number of specimens 3
Does the testing machine measure load or stress on the beam specimen? Stress
Fracture initiates in the tension surface Within the Middle Third of the Span Length
Fracture occurred at a capped section No
Is a beam dimensional correction factor used? Yes
Age of specimen 10 days
Modulus of rupture 620 psi
Modulus of rupture average 690 psi
Modulus of rupture 2 750 psi
Modulus of rupture 3 700 psi