Sample Record for 2015-09-12-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 209356 DEA: 07278204 EFIS: 0700000538
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10,110,118,134,210,710-Var
Work Description: UPGRADE CURB RAMPS.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS
Contractor Name: STL Landscape, Inc
Contractor Address: 8122 Compton Ave, Los Angeles, CA 90001
Resident Engineer: Moe Izadpanah Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2015-09-12-1
TL Number from the TL Form: 10002
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: 09/12/2015
Date that the sample was received by the laboratory/organization performing the testing: 09/15/2015
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: 912-02
Structure unique identifier: AVE 26 CURB RAMP
Structure name: NW CORNER CURB RAMP
The fabricator/manufacturer/facility name: ROBERTSONS
Material Information
The concrete mix design number: sm446b39
The truck number from where the sample was collected: 1125
The batch plant ticket number from where the sample was collected: 1280373
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.:
Bag Lot No.:
Test Results
Test 1 of 2
DIME Test ID: 2015-09-12-1-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/17/2015
Date Tested: 09/17/2015
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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5.99 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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4570 psi
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Maximum load on cylinder 1
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129860 lb
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Maximum load on cylinder 2
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127650 lb
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Compressive strength of cylinder 1
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4608.2 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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4529.8 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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5 days
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Age of specimen in hours
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no data
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Test 2 of 2
DIME Test ID: 2015-09-12-1-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/12/2015
Date Tested: 10/10/2015
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
|
5.99 in
|
|
Average diameter of cylinder 2
|
5.99 in
|
|
Cross sectional area of cylinder 1
|
28.18 in^2
|
|
Cross sectional area of cylinder 2
|
28.18 in^2
|
|
Compressive strength (to nearest 10 psi)
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6020 psi
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Maximum load on cylinder 1
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169920 lb
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Maximum load on cylinder 2
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169310 lb
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Compressive strength of cylinder 1
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6029.8 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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6008.2 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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