Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212956 DEA: 080R3404 EFIS: 0812000072
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-38-30.9
Work Description: BRIDGE REHABILITATION AND UPGRADE BRIDGE RAILING TO STANDARDS
Location Description: SAN BERNARDINO COUNTY NEAR ANGELUS OAKS AT SANTA ANA RIVER BRIDGERAM
Contractor Name: RSB GROUP, INC.
Contractor Address: 20331 Lake Forest Dr, Lake Forest, CA 92630
Resident Engineer: Ken Tran Structure Rep.: Sylvia Stracner
DIME Sample ID: 2018-11-19-4
TL Number from the TL Form: 20181119
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: 11/19/2018
Date that the sample was received by the laboratory/organization performing the testing: 11/20/2018
The quantity of what the sample constitutes: 2
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 988-1119
Structure unique identifier: BIRDGE OVERHANG AND ST 70 BARRIER
Structure name: BIRDGE OVERHANG AND ST 70 BARRIER
The fabricator/manufacturer/facility name: ROBERTSON LUCERNE
The concrete mix design number: RRM18066
The truck number from where the sample was collected: 1169
The batch plant ticket number from where the sample was collected: 3097203
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: RSB GROUP INC
A detailed description of where the material sample was collected: CHUTE
Where the material sample would have been placed if not sampled: BIRDGE OVERHANG AND ST 70 BARRIER
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2018-11-19-4-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 12/19/2018
Date Tested: 12/17/2018
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
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2
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Test performed
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With no density determined
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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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Capped in accordance with?
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ASTM C617/CTM521
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Compressive strength (to nearest 10 psi)
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7900 psi
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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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Compressive strength of cylinder 1
|
7991.5 psi
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Compressive strength of cylinder 2
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7801.2 psi
|
Maximum load on cylinder 1
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225920 lb
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Maximum load on cylinder 2
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220540 lb
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Type of fracture pattern of cylinder 1
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3
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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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1
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Age of specimen
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28 days
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