Sample Record for 2019-11-04-2
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213750 DEA: 120K0224 EFIS: 1214000097
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-5-14.5/17.1
Work Description: South County Improvement Project (Phase 2 - Oso/Alicia) CONST BRIDGES, RW, SW, HMA PVMT, JPCP, DRAINAGE, AND ELECT SYSTEMS.
Location Description: ORANGE COUNTY IN MISSION VIEJO AND LAGUNA HILLS FROM 0.7 MILE SOUTH OF OSO PARKWAY OVERCROSSING TO 0.3 MILE SOUTH OF ALICIA PARKWAY OVERCROSSING
Contractor Name: Flatiron West, Inc
Contractor Address: 1770 La Costa Meadows Drive, San Marcos, California 92078
Resident Engineer: Steven Kim Structure Rep.: Sara Soleimani
Sample Information
DIME Sample ID: 2019-11-04-2
TL Number from the TL Form: 502
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Control Sample
Type of Material: Concrete
Sample Taken Date: 11/04/2019
Date that the sample was received by the laboratory/organization performing the testing: 11/06/2019
The quantity of what the sample constitutes: 3 cyliners
A brief description of the sample: 4"x8" Cylinders
From where was the sample collected: Fabricator
Laboratory sample identification: 3-28-1 of 3, 3-28- 2 of 3, 3-28- 3 of 3
Structure unique identifier:
Structure name: Retaining Wall
The fabricator/manufacturer/facility name: SureCast
Material Information
The concrete mix design number: 1418596
The truck number from where the sample was collected: 2
The batch plant ticket number from where the sample was collected: 42472271
Concrete batch plant: CEMEX
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: wheelbarrow
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 1
DIME Test ID: 2019-11-04-2-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521 Cured in accordance with ASTM C511
Verified Date: 12/10/2019
Date Tested: 12/02/2019
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: (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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12.63 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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12.63 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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4740 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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4.01 in
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Compressive strength of cylinder 1
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4759.3 psi
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Compressive strength of cylinder 2
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4798.9 psi
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Average diameter of cylinder 3
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4.01 in
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Compressive strength of cylinder 3
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4654.8 psi
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Maximum load on cylinder 1
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60110 lb
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Maximum load on cylinder 2
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60610 lb
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Maximum load on cylinder 3
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58790 lb
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Type of fracture pattern of cylinder 1
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1
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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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