Sample Record for 2015-08-26-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 5266 DEA: 08448404 EFIS: 0800000712 COOP: 081488A1
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-91-15.6/21.6
Work Description: CONSTRUCT HOV LANES AND WIDEN BRIDGES.
Location Description: RIVERSIDE COUNTY IN RIVERSIDE FROM ADAMS STREET TO THE ROUTE 60/215 SEPARATION
Contractor Name: SEMA CONSTRUCTION INC
Contractor Address: 320 Goddard, Suite 150, , Irvine, CA 92618
Resident Engineer: Joseph Lopez Structure Rep.: Al-Hakem Alina
Sample Information
DIME Sample ID: 2015-08-26-1
TL Number from the TL Form: 081523
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: 08/26/2015
Date that the sample was received by the laboratory/organization performing the testing: 09/02/2015
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: 825-26
Structure unique identifier: 91FWY WALL 303WB
Structure name: Unknown
The fabricator/manufacturer/facility name: JOB
Material Information
The concrete mix design number: RRM11057
The truck number from where the sample was collected: 2
The batch plant ticket number from where the sample was collected: NP
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: wheelbarrow
Where the material sample would have been placed if not sampled: Unknown
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 2
DIME Test ID: 2015-08-26-1-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/03/2015
Date Tested: 09/02/2015
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
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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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6.02 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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28.46 in^2
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Compressive strength (to nearest 10 psi)
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3370 psi
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Maximum load on cylinder 1
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92030 lb
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Maximum load on cylinder 2
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99970 lb
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Compressive strength of cylinder 1
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3,233.7 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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3,512.6 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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1.00
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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: 2015-08-26-1-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/23/2015
Date Tested: 09/23/2015
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
|
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)
|
5080 psi
|
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Maximum load on cylinder 1
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142570 lb
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Maximum load on cylinder 2
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146390 lb
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Compressive strength of cylinder 1
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5,009.5 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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5,143.7 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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1.00
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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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