Sample Record for 2025-09-03-30
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: 2025-09-03-30
TL Number from the TL Form: 081J720420250903
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 09/03/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/04/2025
The quantity of what the sample constitutes: 3
A brief description of the sample: 4X8
From where was the sample collected: Job Site
Laboratory sample identification: 1082-JA93
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: robertsons
Material Information
The concrete mix design number: SC590B33
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 1
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete Barrier Transition
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 1
DIME Test ID: 2025-09-03-30-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap Cured in accordance with ASTM C511
Verified Date: 10/01/2025
Date Tested: 10/01/2025
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Unit system used?
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US Units
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Number of specimens
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3
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Test performed
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With no density determined
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Cross sectional area of cylinder 1
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12.63 in^2
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Cross sectional area of cylinder 2
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12.63 in^2
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Cross sectional area of cylinder 3
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12.57 in^2
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Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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Compressive strength (to nearest 10 psi)
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4390 psi
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Average diameter of cylinder 1
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4.01 in
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Average diameter of cylinder 2
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4.01 in
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Compressive strength of cylinder 1
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4468.7 psi
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Compressive strength of cylinder 2
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4277.9 psi
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Average diameter of cylinder 3
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4.00 in
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Compressive strength of cylinder 3
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4426.4 psi
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Maximum load on cylinder 1
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56440 lb
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Maximum load on cylinder 2
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54030 lb
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Maximum load on cylinder 3
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55640 lb
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Type of fracture pattern of cylinder 1
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3
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Type of fracture pattern of cylinder 2
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3
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Type of fracture pattern of cylinder 3
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3
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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1
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Correction factor for cylinder 3
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1
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Age of specimen
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28 days
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