Sample Record for 2015-11-09-4
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 209950 DEA: 080N56U4 EFIS: 0813000176
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R94.7/R99.7
Work Description: BRIDGE REPLACEMENTS.
Location Description: SAN BERNARDINO COUNTY NEAR ESSEX AT HALLER WASH BRIDGE AT ROJO WASH BRIDGE AND AT CLIPPER VALLEY WASH BRIDGE
Contractor Name: OHL USA, INC.
Contractor Address: 1920 MAIN STREET STE 310, Irvine, CA 92614
Resident Engineer: Darcy Davis Structure Rep.: Leonard Romero
Sample Information
DIME Sample ID: 2015-11-09-4
TL Number from the TL Form: 01109
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: 11/09/2015
Date that the sample was received by the laboratory/organization performing the testing: 11/13/2015
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 907-09
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: Robertsons
Material Information
The concrete mix design number: RRM15025
The truck number from where the sample was collected: 1187 1697
The batch plant ticket number from where the sample was collected: 1309037 1309038
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Batch plant
A detailed description of where the material sample was collected: Wheelbarrow
Where the material sample would have been placed if not sampled: Pier 5 COL
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 2
DIME Test ID: 2015-11-09-4-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/16/2015
Date Tested: 11/16/2015
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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6.00 in
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Average diameter of cylinder 2
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6.00 in
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Cross sectional area of cylinder 1
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28.27 in^2
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Cross sectional area of cylinder 2
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28.27 in^2
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Compressive strength (to nearest 10 psi)
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4290 psi
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Maximum load on cylinder 1
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126120 lb
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Maximum load on cylinder 2
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116160 lb
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Compressive strength of cylinder 1
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4461.3 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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4108.9 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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7 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: 2015-11-09-4-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/07/2015
Date Tested: 12/07/2015
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
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5.99 in
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Average diameter of cylinder 2
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5.99 in
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Cross sectional area of cylinder 1
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28.18 in^2
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Cross sectional area of cylinder 2
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28.18 in^2
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Compressive strength (to nearest 10 psi)
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6090 psi
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Maximum load on cylinder 1
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177520 lb
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Maximum load on cylinder 2
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165660 lb
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Compressive strength of cylinder 1
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6299.5 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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5878.6 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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28 days
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Age of specimen in hours
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no data
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