Sample Record for 2016-04-21-8
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 209732 DEA: 072881U4 EFIS: 0714000085
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-210-R16.1/R25.8
Work Description: CONSTRUCT CONCRETE PAVEMENT, PRECAST CONCRETE PANELS, AND SLABS.
Location Description: LOS ANGELES COUNTY IN LA CANADA FLINTRIDGE, GLENDALE AND PASADENA FROM DUNSMORE AVENUE UNDERCROSSING TO NORTH LOS ROBLES AVENUE OVERCROSSING
Contractor Name: FLATIRON WEST, INC.
Contractor Address: 1770 LA COSTA MEADOWS DRIVE, SAN MARCOS, CA 92078
Resident Engineer: Sushil Chaudhari Structure Rep.: Mark Amorsolo
Sample Information
DIME Sample ID: 2016-04-21-8
TL Number from the TL Form: 20160428T
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: 04/21/2016
Date that the sample was received by the laboratory/organization performing the testing: 05/28/2016
The quantity of what the sample constitutes: 4
A brief description of the sample: Concrete Cylinder 6 x 12
From where was the sample collected: Job Site
Laboratory sample identification: 927-28T
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: NATIONAL READY MIX
Material Information
The concrete mix design number: S72036
The truck number from where the sample was collected: 2
The batch plant ticket number from where the sample was collected: NOT PROVIDED
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: PLANT
A detailed description of where the material sample was collected: WHEEL BARROW
Where the material sample would have been placed if not sampled: 210 FWY LINCOLN HOWARD TO FLINT BRIDGE CANYON
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 2
DIME Test ID: 2016-04-21-8-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/05/2016
Date Tested: 05/05/2016
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: (909) 829-3029
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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5.98 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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28.09 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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4040 psi
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Maximum load on cylinder 1
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112290 lb
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Maximum load on cylinder 2
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114590 lb
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Compressive strength of cylinder 1
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3997.5 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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4079.4 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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14 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: 2016-04-21-8-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/19/2016
Date Tested: 05/19/2016
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: (909) 829-3029
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
|
5.98 in
|
|
Average diameter of cylinder 2
|
5.98 in
|
|
Cross sectional area of cylinder 1
|
28.09 in^2
|
|
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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4910 psi
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Maximum load on cylinder 1
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139350 lb
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Maximum load on cylinder 2
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136310 lb
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Compressive strength of cylinder 1
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4960.8 psi
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Type of fracture pattern of cylinder 1
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1
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Compressive strength of cylinder 2
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4852.6 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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28 days
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Age of specimen in hours
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no data
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