Sample Record for 2023-04-20-76
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993648 DEA: 081K6504 EFIS: 0819000084
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15,40-Var
Work Description: PLACE POLYESTER CONCRETE OVERLAY, HMA (TYPE A) & CONC APPROACH SLABS.
Location Description: SAN BERNARDINO COUNTY AT VARIOUS LOCATIONS
Contractor Name: Peterson-Chase General Engineering Construction inc,
Contractor Address: 16351 Construction Circle West, Irvine, CA 92606
Resident Engineer: KHOA NGUYEN Structure Rep.: kayode Arowosegbe, P.E.
Sample Information
DIME Sample ID: 2023-04-20-76
TL Number from the TL Form: 081k650420230420
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: 04/20/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/21/2023
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: 1050-420
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Peterson Chase
Material Information
The concrete mix design number: PCRSC75STR
The truck number from where the sample was collected: 3048
The batch plant ticket number from where the sample was collected: 383
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Hector Rd 540719L Base of Columns B3C1 and B3C2
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: 2023-04-20-76-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap
Verified Date: 05/26/2023
Date Tested: 05/18/2023
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:
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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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12.63 in^2
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Cross sectional area of cylinder 2
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12.57 in^2
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Cross sectional area of cylinder 3
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12.57 in^2
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Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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Compressive strength (to nearest 10 psi)
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7710 psi
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Average diameter of cylinder 1
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4.01 in
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Average diameter of cylinder 2
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4.00 in
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Compressive strength of cylinder 1
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7606.5 psi
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Compressive strength of cylinder 2
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7891.8 psi
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Average diameter of cylinder 3
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4.00 in
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Compressive strength of cylinder 3
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7639.6 psi
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Maximum load on cylinder 1
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96070 lb
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Maximum load on cylinder 2
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99200 lb
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Maximum load on cylinder 3
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96030 lb
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Type of fracture pattern of cylinder 1
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3
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Type of fracture pattern of cylinder 2
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3
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Type of fracture pattern of cylinder 3
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3
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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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