Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 211237 DEA: 080Q7904 EFIS: 0800020481
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R93.1/94.2
Work Description: REPLACE HOFF WASH BRIDGE (BRIDGE NUMBER 54-0889L/R)
Location Description: SAN BERNARDINO COUNTY FROM 0.3 MILE WEST TO 0.4 MILE EAST OF HOFF WASH BRIDGE
Contractor Name: ORTIZ ENTERPRISES, INC.
Contractor Address: 6 Cushing, Suite 200, Irvine, CA 92618
Resident Engineer: Darcy Davis Structure Rep.: Leonard Romero
DIME Sample ID: 2016-11-28-3
TL Number from the TL Form: 1128
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: 11/28/2016
Date that the sample was received by the laboratory/organization performing the testing: 11/30/2016
The quantity of what the sample constitutes: 2
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 953-1128
Structure unique identifier: Unknown
Structure name: HOFF WASH BRIDGE
The fabricator/manufacturer/facility name: OLDCASTLE PRECAST PERRIS
The concrete mix design number: UV-273
The truck number from where the sample was collected: 2
The batch plant ticket number from where the sample was collected: 5250
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: PLANT
A detailed description of where the material sample was collected: TUCKER TRANSPORTER DISCHARGE
Where the material sample would have been placed if not sampled: HOFF WASH BRIDGE
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2016-11-28-3-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/05/2016
Date Tested: 12/05/2016
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
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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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5.97 in
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Average diameter of cylinder 2
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5.98 in
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Cross sectional area of cylinder 1
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27.99 in^2
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Cross sectional area of cylinder 2
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28.09 in^2
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Compressive strength (to nearest 10 psi)
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8940 psi
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Maximum load on cylinder 1
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1 lb
|
Maximum load on cylinder 2
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252730 lb
|
Compressive strength of cylinder 1
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8876.4 psi
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Type of fracture pattern of cylinder 1
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3
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Compressive strength of cylinder 2
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8997.2 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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no data
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Age of specimen
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7 days
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Age of specimen in hours
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no data
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