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Sample Record for 2024-08-27-29

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

Project Information

Project ID: 1000063 DEA: 061F8804 EFIS: 0623000106 QA Service Level: 1
DIST-CO-RTE-PM: 06-KIN-41-R39.9/R48.3
Work Description: COLD PLANE, HMA PAVING, AND INDIVIDUAL CONCRETE SLAB REPLACEMENT.
Location Description: KINGS COUNTY AT AND NEAR LEMOORE FROM ROUTE 41/198 SEPARATION TO FRESNO COUNTY LINE
Contractor Name: AGEE CONSTRUCTION CORPORATION
Contractor Address: 1039 Hoblitt Avenue, Clovis, CA
Resident Engineer: Oscar Sherrill Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-08-27-29
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 08/27/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/27/2024
The quantity of what the sample constitutes: 0-130 Cy
A brief description of the sample: 3 RSC beams
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AGEE / Vanguard

Material Information

The concrete mix design number: HE4X4BM
The truck number from where the sample was collected: 1990
The batch plant ticket number from where the sample was collected: 1
Concrete batch plant: Vanguard Construction onsite plant
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: LD # 3 panel # 45
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: 2024-08-27-29-1
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 09/03/2024
Date Tested: 08/30/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of specimens 3
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
Fracture occurred at a capped section No
Is a beam dimensional correction factor used? Yes
Age of specimen 3 days
Modulus of rupture 770 psi
Modulus of rupture average 840 psi
Modulus of rupture 2 870 psi
Modulus of rupture 3 890 psi