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Sample Record for 2024-03-05-12

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

Project Information

Project ID: 994591 DEA: 081J6704 EFIS: 0818000090 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15-9.4/16.3
Work Description: MINOR CONCRETE, MODIFYING SIGNAL AND LIGHTING SYSTEMS, HMA AND JPCP.
Location Description: RIVERSIDE COUNTY IN MURRIETA AND WILDOMAR AT VARIOUS LOCATIONS FROM 0.1 MILE SOUTH OF MURRIETA HOT SPRINGS ROAD OVERCROSSING TO BUNDY CANYON ROAD UNDERCROSSING.
Contractor Name: BEADOR CONSTRUCTION COMPANY, INC.
Contractor Address: Unknown
Resident Engineer: Mike Bergevin Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-03-05-12
TL Number from the TL Form: 1062-1
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: 03/05/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/06/2024
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: 1062-1
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Short Load Concrete Inc.

Material Information

The concrete mix design number: CTS-65-EHI
The truck number from where the sample was collected: Not Provided
The batch plant ticket number from where the sample was collected: Not Provided
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: I15 Clinton Keith NB Off Ramp
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: 2024-03-05-12-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231 - Unbonded Elastomeric Pad Cap
Verified Date: 03/20/2024
Date Tested: 03/15/2024
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 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Cross sectional area of cylinder 3 28.27 in^2
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Compressive strength (to nearest 10 psi) 6790 psi
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Compressive strength of cylinder 1 6839.6 psi
Compressive strength of cylinder 2 6658.1 psi
Average diameter of cylinder 3 6.00 in
Compressive strength of cylinder 3 6878.8 psi
Maximum load on cylinder 1 193355 lb
Maximum load on cylinder 2 188225 lb
Maximum load on cylinder 3 194465 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 2
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 10 days