Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 210785 DEA: 07255104 EFIS: 0700000465
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-60-R23.8/R24.5
Work Description: CONSTRUCT WESTBOUND ONRAMP AND CONCRETE PAVEMENT
Location Description: LA COUNTY, IN DIMOND BAR ANDINDUSTRY AT GRAND AVENUE/SR 57/60 IC
Contractor Name: POWELL CONSTRUCTORS, INC.
Contractor Address: 8555 Banana Ave, Fontana, CA 92335
Resident Engineer: Martin Sandoval Structure Rep.: Unknown
DIME Sample ID: 2018-06-01-3
TL Number from the TL Form: 950-731
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: 06/01/2018
Date that the sample was received by the laboratory/organization performing the testing: 06/05/2018
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 950-731
Structure unique identifier: BARRIER SLAB FOOTNG 1505 TO 1255
Structure name: BARRIER SLAB FOOTNG 1505 TO 1255
The fabricator/manufacturer/facility name: Cemex
The concrete mix design number: 1418590
The truck number from where the sample was collected: 10036989
The batch plant ticket number from where the sample was collected: 27779221
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: POWELL CONSTRUCTORS
A detailed description of where the material sample was collected: TRUCK
Where the material sample would have been placed if not sampled: BARRIER SLAB FOOTNG 1505 TO 1255
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2018-06-01-3-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/08/2018
Date Tested: 06/08/2018
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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6.01 in
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Average diameter of cylinder 2
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6.01 in
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Cross sectional area of cylinder 1
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28.37 in^2
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Cross sectional area of cylinder 2
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28.37 in^2
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Compressive strength (to nearest 10 psi)
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3090 psi
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Maximum load on cylinder 1
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87740 lb
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Maximum load on cylinder 2
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87640 lb
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Compressive strength of cylinder 1
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3092.7 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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3089.2 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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1
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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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DIME Test ID: 2018-06-01-3-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/29/2018
Date Tested: 06/29/2018
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
|
6.00 in
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|
Average diameter of cylinder 2
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6.00 in
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Cross sectional area of cylinder 1
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28.27 in^2
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Cross sectional area of cylinder 2
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28.27 in^2
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Compressive strength (to nearest 10 psi)
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4450 psi
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Maximum load on cylinder 1
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125330 lb
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Maximum load on cylinder 2
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126390 lb
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Compressive strength of cylinder 1
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4433.3 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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4470.8 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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