Sample Record for 2019-09-18-3
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213764 DEA: 080F0304 EFIS: 0800020358
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-60-R0.7/R3.0
Work Description: REMOVE AND REPLACE THREE OVERCROSSING BRIDGES ON ROUTE 60
Location Description: IN SAN BERNARDINO COUNTY IN AND NEAR CHINO AT VARIOUS LOCATIONS FROM O.1 MILE WEST OF PIPELINE AVENUE OVERCROSSING TO 0.1 MILE EAST OF BENSON AVENUE OVERCROSSING
Contractor Name: SEMA CONSTRUCTION, INC.
Contractor Address: 42690 Rio Nedo, Suite G, Temecula, CA 92590
Resident Engineer: Joseph Lopez Structure Rep.: Rodrigo Santa Cruz
Sample Information
DIME Sample ID: 2019-09-18-3
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: 09/18/2019
Date that the sample was received by the laboratory/organization performing the testing: 09/18/2019
The quantity of what the sample constitutes: 2
A brief description of the sample: 6x12 Cylinders
From where was the sample collected: Fabricator
Laboratory sample identification: 1003-918A
Structure unique identifier:
Structure name: P5 3/3
The fabricator/manufacturer/facility name: Con-Fab, Inc
Material Information
The concrete mix design number: SCC 9-8-25F
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: 980
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: batch
A detailed description of where the material sample was collected: Discharge from concrete truck into 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: 2019-09-18-3-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/18/2019
Date Tested: 10/16/2019
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:
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Unit system used?
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US Units
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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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Capped in accordance with?
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ASTM C617/CTM521
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Average diameter of cylinder 1
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6.02 in
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Average diameter of cylinder 2
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6.02 in
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Cross sectional area of cylinder 1
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28.46 in^2
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Cross sectional area of cylinder 2
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28.46 in^2
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Compressive strength (to nearest 10 psi)
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9690 psi
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Maximum load on cylinder 1
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273760 lb
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Maximum load on cylinder 2
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277700 lb
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Compressive strength of cylinder 1
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9619.1 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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9757.6 psi
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Type of fracture pattern of cylinder 2
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2
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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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Age of specimen
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28 days
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Age of specimen in hours
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no data
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