Print Report | Back to Sample Detail

Sample Record for 2023-06-02-27

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: 2023-06-02-27
TL Number from the TL Form: 081C720420230602
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: 06/02/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/06/2023
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: 1047-06
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: 7421368
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Drainage System 14 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: 2023-06-02-27-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap
Verified Date: 07/14/2023
Date Tested: 07/14/2023
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: 9098293029
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 12.57 in^2
Cross sectional area of cylinder 2 12.63 in^2
Cross sectional area of cylinder 3 12.57 in^2
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Compressive strength (to nearest 10 psi) 5160 psi
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.01 in
Compressive strength of cylinder 1 5083.5 psi
Compressive strength of cylinder 2 5154.4 psi
Average diameter of cylinder 3 4.00 in
Compressive strength of cylinder 3 5245 psi
Maximum load on cylinder 1 63900 lb
Maximum load on cylinder 2 65100 lb
Maximum load on cylinder 3 65930 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 3
Type of fracture pattern of cylinder 3 2
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