Sample Record for 2016-01-22-3
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: 2016-01-22-3
TL Number from the TL Form: 101068907
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: 01/22/2016
Date that the sample was received by the laboratory/organization performing the testing: 01/26/2016
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: 882-07
Structure unique identifier: ROUTE 10 WEST COVINA
Structure name: HOLLENBECK AVE UC LT DECK POUR
The fabricator/manufacturer/facility name: HOLLIDAY
Material Information
The concrete mix design number: CM5856
The truck number from where the sample was collected: 647
The batch plant ticket number from where the sample was collected: 101068907
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: 2016-01-22-3-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/01/2016
Date Tested: 02/01/2016
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?
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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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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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6040 psi
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Maximum load on cylinder 1
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166810 lb
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Maximum load on cylinder 2
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171550 lb
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Compressive strength of cylinder 1
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5959.6 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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6129.0 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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10 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: 2016-01-22-3-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/04/2016
Date Tested: 03/04/2016
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
|
5.97 in
|
|
Average diameter of cylinder 2
|
5.97 in
|
|
Cross sectional area of cylinder 1
|
27.99 in^2
|
|
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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7760 psi
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Maximum load on cylinder 1
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222040 lb
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Maximum load on cylinder 2
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212480 lb
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Compressive strength of cylinder 1
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7932.8 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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7591.3 psi
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Type of fracture pattern of cylinder 2
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3
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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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42 days
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Age of specimen in hours
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no data
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