Sample Record for 2019-10-12-3
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 212827 DEA: 07296404 EFIS: 0713000031
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5,10,60-16.1/17.0,18.1/18.4,0.4/R1.0
Work Description: PLACE ROCK BLANKET, MINOR CONCRETE, AND WEED CONTROL MAT.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES ON ROUTE 5 FROM EUCLID AVENUE UNDERCROSSING TO SEVENTH STREET OVERCROSSING AND ON ROUTE 10 FROM LA RIVER TO ROUTE 5 AND ON ROUTE 60 FROM SOTO STREET UNDERCROSSING TO EAST OF EUCLID AVENUE UNDERCROSSING
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 CONSTRUCTION CIRCLE WEST, IRVINE, CA 92606
Resident Engineer: Hassan Azima Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2019-10-12-3
TL Number from the TL Form: 136454
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: 10/12/2019
Date that the sample was received by the laboratory/organization performing the testing: 10/14/2019
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1006-54
Structure unique identifier:
Structure name: CB 4 60 SD BARRIER
The fabricator/manufacturer/facility name: Associated Ready Mixed Concrete
Material Information
The concrete mix design number: 556300
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: NA
A detailed description of where the material sample was collected: Chute
Where the material sample would have been placed if not sampled: CB 4 60 SD BARRIER
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 2
DIME Test ID: 2019-10-12-3-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
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
Data has not been verified.
Test 2 of 2
DIME Test ID: 2019-10-12-3-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 11/21/2019
Date Tested: 11/09/2019
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:
Unit system used?
|
US Units
|
Number of specimens
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2
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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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27.43 in^2
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Cross sectional area of cylinder 2
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27.25 in^2
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Capped in accordance with?
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ASTM C617/CTM521
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Compressive strength (to nearest 10 psi)
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5240 psi
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Average diameter of cylinder 1
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5.91 in
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Average diameter of cylinder 2
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5.89 in
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Compressive strength of cylinder 1
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5067.1 psi
|
Compressive strength of cylinder 2
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5405.1 psi
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Maximum load on cylinder 1
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138990 lb
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Maximum load on cylinder 2
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147290 lb
|
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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Comment on any defect in either specimen or caps (Max 250 Characters)
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Samples disturbed during curing. Strengths not representative.
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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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Age of specimen
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28 days
|