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Sample Record for 2025-06-12-51

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

Project Information

Project ID: 1000661 DEA: 081J2704 EFIS: 0818000014 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-247-0.0/23.0
Work Description: RUBBERIZED HMA, HMA (TYPE A), COLD PLANE AC PVMT & REPLACE AC SURF.
Location Description: SAN BERNARDINO COUNTY IN YUCCA VALLEY FROM ROUTE 62 TO 0.4 MILE WEST OF GIN ROAD
Contractor Name: SULLY-MILLER CONTRACTING COMPANY
Contractor Address: 135 S State College Blvd, Brea, CA 92821
Resident Engineer: Walid Saoud Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-06-12-51
TL Number from the TL Form: 1077-612B
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: 06/12/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/16/2025
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: 1077-612B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SULLY MILLER

Material Information

The concrete mix design number: 2010-007
The truck number from where the sample was collected: 111
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: NB 247 PM 10 MAINLINE - 14' S. OF END
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: 2025-06-12-51-1
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: 06/26/2025
Date Tested: 06/22/2025
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:
Unit system used? US Units
Number of specimens 3
Test performed With no density determined
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.37 in^2
Cross sectional area of cylinder 3 28.37 in^2
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Compressive strength (to nearest 10 psi) 6160 psi
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.01 in
Compressive strength of cylinder 1 6139.2 psi
Compressive strength of cylinder 2 6193.2 psi
Average diameter of cylinder 3 6.01 in
Compressive strength of cylinder 3 6133.1 psi
Maximum load on cylinder 1 174170 lb
Maximum load on cylinder 2 175700 lb
Maximum load on cylinder 3 173995 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