Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 211507 DEA: 07279114 EFIS: 0715000075
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-60-R24.4/R25.3
Work Description: CONSTRUCT RAMPS AND AUXILIARY LANE.
Location Description: LOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM GRAND AVENUE OVERCROSSING TO 0.1 MILE WEST OF PROSPECTORS UNDERCROSSING
Contractor Name: ORTIZ ENTERPRISES, INC.
Contractor Address: 6 Cushing Suite 200, Irvine, CA 92618
Resident Engineer: Martin Sandoval Structure Rep.: Unknown
DIME Sample ID: 2017-05-23-3
TL Number from the TL Form: 2
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: 05/23/2017
Date that the sample was received by the laboratory/organization performing the testing: 05/24/2017
The quantity of what the sample constitutes: 4
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 958-2
Structure unique identifier: GRAND AVE OFF RAMP WB60
Structure name: AUSTIN VAULT SAN FILTRATION
The fabricator/manufacturer/facility name: CEMEX
The concrete mix design number: 1544529
The truck number from where the sample was collected: 10066586
The batch plant ticket number from where the sample was collected: 42590447
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: TRUCK
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2017-05-23-3-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/20/2017
Date Tested: 06/20/2017
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:
|
Unit system used?
|
US Units
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|
Number of specimens
|
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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5250 psi
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Maximum load on cylinder 1
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149070 lb
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Maximum load on cylinder 2
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149920 lb
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Compressive strength of cylinder 1
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5237.9 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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5267.7 psi
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Type of fracture pattern of cylinder 2
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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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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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DIME Test ID: 2017-05-23-3-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/05/2017
Date Tested: 07/05/2017
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:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Average diameter of cylinder 1
|
6.02 in
|
|
Average diameter of cylinder 2
|
6.02 in
|
|
Cross sectional area of cylinder 1
|
28.46 in^2
|
|
Cross sectional area of cylinder 2
|
28.46 in^2
|
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Compressive strength (to nearest 10 psi)
|
5760 psi
|
|
Maximum load on cylinder 1
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162650 lb
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Maximum load on cylinder 2
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165160 lb
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Compressive strength of cylinder 1
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5715.0 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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5803.2 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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43 days
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Age of specimen in hours
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no data
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