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Sample Record for 2024-06-06-62

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

Project Information

Project ID: 993431 DEA: 080R9804 EFIS: 0812000225 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-5719
Work Description: BUILDING WORK AND MINOR CONCRETE.
Location Description: SAN BERNARDINO COUNTY IN NEEDLES AT THE NEEDLES MAINTENANCE STATION AT 800 SAN CLEMENTE STREET
Contractor Name: KANAAN CONSTRUCTION INC.
Contractor Address: Unknown
Resident Engineer: Anthony Doan Structure Rep.: Monty Navarro

Sample Information

DIME Sample ID: 2024-06-06-62
TL Number from the TL Form: 1068-66
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: 06/06/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/07/2024
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: 1068-66
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hi Grade Materials Littlerock

Material Information

The concrete mix design number: CT675F25
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 8001136
Concrete batch plant: HI GRADE
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: FUEL TANK SLAB
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 2

DIME Test ID: 2024-06-06-62-1
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: 07/17/2024
Date Tested: 06/20/2024
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 2
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
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Compressive strength (to nearest 10 psi) 3410 psi
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Compressive strength of cylinder 1 3456.1 psi
Compressive strength of cylinder 2 3366.6 psi
Maximum load on cylinder 1 97705 lb
Maximum load on cylinder 2 95175 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 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
Age of specimen 14 days

Test 2 of 2

DIME Test ID: 2024-06-06-62-2
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: 07/05/2024
Date Tested: 07/04/2024
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 2
Test performed With no density determined
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.27 in^2
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Compressive strength (to nearest 10 psi) 3900 psi
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.00 in
Compressive strength of cylinder 1 3933.0 psi
Compressive strength of cylinder 2 3859.6 psi
Maximum load on cylinder 1 111580 lb
Maximum load on cylinder 2 109110 lb
Type of fracture pattern of cylinder 1 3
Type of fracture pattern of cylinder 2 3
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
Age of specimen 28 days