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Sample Record for 2025-04-11-46

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

Project Information

Project ID: 1000681 DEA: 081J7204 EFIS: 0818000099 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-S0.0/S0.8,0.0/R15.0
Work Description: REPLACE AC SURFACING, COLD PLANE AC PAVEMENT, HMA, RSP, AND MGS.
Location Description: SAN BERNARDINO COUNTY IN AND NEAR BARSTOW FROM 0.1 MILE WEST OF ROBERTA STREET TO MONTARA ROAD AND FROM ROUTE 15 TO 0.4 MILE EAST OF LAVA WASH BRIDGE
Contractor Name: SULLY-MILLER CONTRACTING COMPANY
Contractor Address: Unknown
Resident Engineer: Khoa Nguyen Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-04-11-46
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Sample Organization Contact: (760) 252-9216
Type of Sample: Quality Assurance
Type of Material: Rapid Set
Sample Taken Date: 04/11/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/11/2025
The quantity of what the sample constitutes: 3 beams
A brief description of the sample: A set of 3 JPCP RSC beams
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: ROBERSTSONS

Material Information

Manufacturer: Robertsons
Mix no.: SM446B2R
Materials Received: 6X6X21 Concrete Beams
Lot no.: 1
Batch no.: 3
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2025-04-11-46-1
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 05/13/2025
Date Tested: 04/21/2025
Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: kaushalkumar.talati@dot.ca.gov
Organization Phone: (951) 840-8328
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? No
Age of specimen 10 days
Modulus of rupture 790 psi
Modulus of rupture 2 840 psi
Modulus of rupture average 820 psi
Modulus of rupture 3 820 psi