Sample Record for 2024-05-15-36
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994773 DEA: 081C7704 EFIS: 0813000017
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-80.6,R119.1
Work Description: CAST-IN-DRILLED-HOLE CONC PILE, FURNISH & INSTALL SIGN STR, AND MGS.
Location Description: SAN BERNARDINO COUNTY NEAR BARSTOW AT 1.2 MILES SOUTH OF GHOST TOWN ROAD AND AT 1.4 MILES SOUTH OF BASIN ROAD
Contractor Name: RE CHAFFEE CONSTRUCTION INC
Contractor Address: 6001 Park DR,, Wrightwood, CA 92397
Resident Engineer: Khoa N Nguyen Structure Rep.: Monty Navarro
Sample Information
DIME Sample ID: 2024-05-15-36
TL Number from the TL Form: 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: 05/15/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/16/2024
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: 1066-1
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hi Grade Oro Grande
Material Information
The concrete mix design number: HG98537S
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: 1
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: SB I15 4259+82
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: 2024-05-15-36-1
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: 06/12/2024
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:
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Unit system used?
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US Units
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Number of specimens
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3
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Test performed
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With no density determined
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Cross sectional area of cylinder 1
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12.69 in^2
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Cross sectional area of cylinder 2
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12.63 in^2
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Cross sectional area of cylinder 3
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12.69 in^2
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Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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Compressive strength (to nearest 10 psi)
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5210 psi
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Average diameter of cylinder 1
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4.02 in
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Average diameter of cylinder 2
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4.01 in
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Compressive strength of cylinder 1
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5112.7 psi
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Compressive strength of cylinder 2
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5350.0 psi
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Average diameter of cylinder 3
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4.02 in
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Compressive strength of cylinder 3
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5163.9 psi
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Maximum load on cylinder 1
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64880 lb
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Maximum load on cylinder 2
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67570 lb
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Maximum load on cylinder 3
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65530 lb
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Type of fracture pattern of cylinder 1
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2
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Type of fracture pattern of cylinder 2
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1
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Type of fracture pattern of cylinder 3
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1
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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1
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Correction factor for cylinder 3
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1
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Age of specimen
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28 days
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