Sample Record for 2017-02-28-2
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: 2017-02-28-2
TL Number from the TL Form: 847056
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: 02/28/2017
Date that the sample was received by the laboratory/organization performing the testing: 03/03/2017
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12
From where was the sample collected: Job Site
Laboratory sample identification: 882-56
Structure unique identifier: FOOTING CONCRETE ON ROUTE 10 EAST
Structure name: RW 874 BETWEEN STA 881 65 TO 878 85 FOOTING CONCRETE POUR
The fabricator/manufacturer/facility name: HOLLIDAY ROCK
Material Information
The concrete mix design number: CM5645
The truck number from where the sample was collected: 661
The batch plant ticket number from where the sample was collected: 6
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 3
DIME Test ID: 2017-02-28-2-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/09/2017
Date Tested: 03/03/2017
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?
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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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6.02 in
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Cross sectional area of cylinder 1
|
28.46 in^2
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|
Cross sectional area of cylinder 2
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28.46 in^2
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Compressive strength (to nearest 10 psi)
|
2270 psi
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Maximum load on cylinder 1
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65310 lb
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Maximum load on cylinder 2
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63910 lb
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Compressive strength of cylinder 1
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2294.8 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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2245.6 psi
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Type of fracture pattern of cylinder 2
|
3
|
|
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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3 days
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Age of specimen in hours
|
no data
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Test 2 of 3
DIME Test ID: 2017-02-28-2-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/09/2017
Date Tested: 03/06/2017
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
|
6.00 in
|
|
Average diameter of cylinder 2
|
6.02 in
|
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
|
Cross sectional area of cylinder 2
|
28.46 in^2
|
|
Compressive strength (to nearest 10 psi)
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2940 psi
|
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Maximum load on cylinder 1
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88110 lb
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Maximum load on cylinder 2
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78660 lb
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Compressive strength of cylinder 1
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3116.7 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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2763.9 psi
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Type of fracture pattern of cylinder 2
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4
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|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
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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6 days
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Age of specimen in hours
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no data
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Test 3 of 3
DIME Test ID: 2017-02-28-2-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/28/2017
Date Tested: 03/28/2017
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
|
6.02 in
|
|
Average diameter of cylinder 2
|
6.02 in
|
|
Cross sectional area of cylinder 1
|
28.46 in^2
|
|
Cross sectional area of cylinder 2
|
28.46 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4180 psi
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Maximum load on cylinder 1
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117040 lb
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Maximum load on cylinder 2
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120650 lb
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Compressive strength of cylinder 1
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4112.4 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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4239.3 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)
|
no data
|
|
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
|
no data
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