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Sample Record for 2024-10-21-29

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

Project Information

Project ID: 995059 DEA: 081G6404 EFIS: 0816000046 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-395-R4.0/49.0
Work Description: REPLACE ASPHALT CONCRETE SURFACING, COLD PLANE AC PVMT AND RHMA.
Location Description: SAN BERNARDINO COUNTY AT VARIOUS LOCATIONS FROM ROUTE 15/395 SEPARATION TO 3.1 MILES NORTH OF ROUTE 58/395 SEPARATION
Contractor Name: SULLY-MILLER CONTRACTING COMPANY
Contractor Address: 135 S State College Blvd, Brea, Ca 92821
Resident Engineer: Shaun Loza Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-10-21-29
TL Number from the TL Form: 1069-1021
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: 10/21/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/23/2024
The quantity of what the sample constitutes: 6
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1069-1021
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Not Provided

Material Information

The concrete mix design number: CT590F25
The truck number from where the sample was collected: 275
The batch plant ticket number from where the sample was collected: 8005730
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: END ANCHOR BLOCKS NW AND NE 15-395 SEP - 395 AND JOSHUA ST
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: 2024-10-21-29-1
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
Cured in accordance with ASTM C511
Verified Date: 12/11/2024
Date Tested: 11/18/2024
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: (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 12.57 in^2
Cross sectional area of cylinder 2 12.63 in^2
Cross sectional area of cylinder 3 12.63 in^2
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Compressive strength (to nearest 10 psi) 4820 psi
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.01 in
Compressive strength of cylinder 1 4769.3 psi
Compressive strength of cylinder 2 4799.7 psi
Average diameter of cylinder 3 4.01 in
Compressive strength of cylinder 3 4878.1 psi
Maximum load on cylinder 1 59950 lb
Maximum load on cylinder 2 60620 lb
Maximum load on cylinder 3 61610 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 2
Type of fracture pattern of cylinder 3 1
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 28 days