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Sample Record for 2023-06-09-17

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

Project Information

Project ID: 994068 DEA: 081C7204 EFIS: 0813000003 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-R96.1/R124.3
Work Description: IMPORTED BORROW, SHOULDER BACKING, AND STRUCTURAL CONCRETE.
Location Description: SAN BERNARDINO ABOUT 22 MILES NORTHEAST OF BARSTOW AT VARIOUS LOCATIONS FROM 0.3 MILE SOUTH OF HARVARD ROAD OVERCROSSING TO 0.1 MILE NORTH OF RASOR ROAD OVERCROSSING
Contractor Name: SKANSKA USA CIVIL
Contractor Address: 1995 AGUA MANSA RD, RIVERSIDE, CA 92509
Resident Engineer: Thanh Pham Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-06-09-17
TL Number from the TL Form: 081C720420230316
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: 06/09/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/12/2023
The quantity of what the sample constitutes: 3
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1047-612
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Robertsons

Material Information

The concrete mix design number: SC590838
The truck number from where the sample was collected: 1954
The batch plant ticket number from where the sample was collected: 7421420
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Drainage System 19 Headwalls
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: 2023-06-09-17-1
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: 08/07/2023
Date Tested: 07/21/2023
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:
Unit system used? US Units
Number of specimens 3
Test performed With no density determined
Cross sectional area of cylinder 1 12.69 in^2
Cross sectional area of cylinder 2 12.69 in^2
Cross sectional area of cylinder 3 12.69 in^2
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Compressive strength (to nearest 10 psi) 5040 psi
Average diameter of cylinder 1 4.02 in
Average diameter of cylinder 2 4.02 in
Compressive strength of cylinder 1 5057.5 psi
Compressive strength of cylinder 2 5096.1 psi
Average diameter of cylinder 3 4.02 in
Compressive strength of cylinder 3 4951.9 psi
Maximum load on cylinder 1 64180 lb
Maximum load on cylinder 2 64670 lb
Maximum load on cylinder 3 62840 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 2
Type of fracture pattern of cylinder 3 5
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Correction factor for cylinder 2 1
Correction factor for cylinder 3 1
Age of specimen 42 days