Sample Record for 2018-01-24-8
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: 2018-01-24-8
TL Number from the TL Form: 101119199
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: 01/24/2018
Date that the sample was received by the laboratory/organization performing the testing: 01/26/2018
The quantity of what the sample constitutes: 2
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 882-99
Structure unique identifier: VINCENT AVE UC WIDEN ABUT 1L AND 2L PAVINF NOTCH EXTENSIONS
Structure name: VINCENT AVE UC WIDEN ABUT 1L AND 2L PAVINF NOTCH EXTENSIONS
The fabricator/manufacturer/facility name: Holliday Rock
Material Information
The concrete mix design number: CT1-C2400
The truck number from where the sample was collected: 264
The batch plant ticket number from where the sample was collected: 101119199
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: PLANT
A detailed description of where the material sample was collected: TRUCK
Where the material sample would have been placed if not sampled: VINCENT AVE UC WIDEN ABUT 1L AND 2L PAVINF NOTCH EXTENSIONS
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 1
DIME Test ID: 2018-01-24-8-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/21/2018
Date Tested: 02/21/2018
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:
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Unit system used?
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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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6.02 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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28.46 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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4950 psi
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Maximum load on cylinder 1
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142145 lb
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Maximum load on cylinder 2
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138910 lb
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Compressive strength of cylinder 1
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4994.6 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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4896.4 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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