Sample Record for 2015-12-22-13
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: 2015-12-22-13
TL Number from the TL Form: C122215
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: 12/22/2015
Date that the sample was received by the laboratory/organization performing the testing: 12/24/2015
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-C15
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: 1190
The batch plant ticket number from where the sample was collected: 1309433
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: BATCH PLANT
A detailed description of where the material sample was collected: WHEELBARROW LOAD 1
Where the material sample would have been placed if not sampled: PIER 5 BENT CAP DROP
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 2
DIME Test ID: 2015-12-22-13-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/04/2016
Date Tested: 01/01/2016
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?
|
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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5.96 in
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Average diameter of cylinder 2
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5.96 in
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Cross sectional area of cylinder 1
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27.9 in^2
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Cross sectional area of cylinder 2
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27.9 in^2
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Compressive strength (to nearest 10 psi)
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4450 psi
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Maximum load on cylinder 1
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125900 lb
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Maximum load on cylinder 2
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122440 lb
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Compressive strength of cylinder 1
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4512.5 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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4388.5 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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|
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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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13 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: 2015-12-22-13-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/19/2016
Date Tested: 01/19/2016
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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6470 psi
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Maximum load on cylinder 1
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177290 lb
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Maximum load on cylinder 2
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186380 lb
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Compressive strength of cylinder 1
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6311.5 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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6635.1 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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28 days
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Age of specimen in hours
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no data
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