Sample Record for 2016-01-28-10
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 209139 DEA: 071170U4 EFIS: 0700000085
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10-33.2/37.2
Work Description: CONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS.
Location Description: LOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE WEST OF PUENTE AVENUE UNDERCROSSING TO 0.2 MILE EAST OF HOLLENBECK STREET UNDERCROSSING
Contractor Name: Ames Construction, inc.
Contractor Address: 391 N Main Street, Suite 302, Corona, Ca 92880
Resident Engineer: Raj Punjabi Structure Rep.: Cardiel Bugarin
Sample Information
DIME Sample ID: 2016-01-28-10
TL Number from the TL Form: 42169715
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: 01/28/2016
Date that the sample was received by the laboratory/organization performing the testing: 02/02/2016
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: 882-15
Structure unique identifier: 01M W OF PUENTE AVE UC TO 02M E OF HOLLENBECK ST UC
Structure name: STA 1799 00 OH SIGN 4C CIDH CONC FND
The fabricator/manufacturer/facility name: CEMEX
Material Information
The concrete mix design number: 1570340
The truck number from where the sample was collected: 10036918
The batch plant ticket number from where the sample was collected: 26324404
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
Test Results
Test 1 of 2
DIME Test ID: 2016-01-28-10-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/12/2016
Date Tested: 02/12/2016
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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5.97 in
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Average diameter of cylinder 2
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5.97 in
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Cross sectional area of cylinder 1
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27.99 in^2
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Cross sectional area of cylinder 2
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27.99 in^2
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Compressive strength (to nearest 10 psi)
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3590 psi
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Maximum load on cylinder 1
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99330 lb
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Maximum load on cylinder 2
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101730 lb
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Compressive strength of cylinder 1
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3548.8 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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3634.5 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: 2016-01-28-10-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/25/2016
Date Tested: 02/25/2016
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
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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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4510 psi
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Maximum load on cylinder 1
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125240 lb
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Maximum load on cylinder 2
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128260 lb
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Compressive strength of cylinder 1
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4458.5 psi
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Type of fracture pattern of cylinder 1
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4
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Compressive strength of cylinder 2
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4566.0 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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