Sample Record for 2017-03-08-3
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
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
Sample Information
DIME Sample ID: 2017-03-08-3
TL Number from the TL Form: 20170308
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 03/08/2017
Date that the sample was received by the laboratory/organization performing the testing: 03/13/2017
The quantity of what the sample constitutes: 2
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 953-08
Structure unique identifier: HOFF WASH BR LEFT
Structure name: BARRIERS
The fabricator/manufacturer/facility name: CEMEX
Material Information
The concrete mix design number: 1595235
The truck number from where the sample was collected: 5790
The batch plant ticket number from where the sample was collected: 44463413
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: LOAD 2
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: 2017-03-08-3-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/05/2017
Date Tested: 04/05/2017
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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5.99 in
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Average diameter of cylinder 2
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5.99 in
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Cross sectional area of cylinder 1
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28.18 in^2
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Cross sectional area of cylinder 2
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28.18 in^2
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Compressive strength (to nearest 10 psi)
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4850 psi
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Maximum load on cylinder 1
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137450 lb
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Maximum load on cylinder 2
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135900 lb
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Compressive strength of cylinder 1
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4877.6 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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4822.6 psi
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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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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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28 days
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Age of specimen in hours
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no data
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