Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214465 DEA: 081E5704 EFIS: 0814000051
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-27.7
Work Description: PLACE CIDH PILING AND ROCK SLOPE PROTECTION
Location Description: RIVERSIDE COUNTY NEAR PALM SPRINGS AT WHITEWATER RIVER BRIDGE
Contractor Name: ROCKFORCE CONSTRUCTION, LLC
Contractor Address: 26771 Vista Terrace, Lake Forest, CA, 92630
Resident Engineer: Peter Koury Structure Rep.: Shukri Abouazra
DIME Sample ID: 2020-10-21-23
TL Number from the TL Form: 178672
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: 10/21/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/22/2020
The quantity of what the sample constitutes: Set of Cylinders
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Other
Laboratory sample identification: 1016-72
Structure unique identifier:
Structure name: White Water Br 56-0004
The fabricator/manufacturer/facility name: Desert Ready Mix
The concrete mix design number: 20034
The truck number from where the sample was collected: load 4
The batch plant ticket number from where the sample was collected: na
Concrete batch plant: Desert Ready Mix
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: na
Where the material sample would have been placed if not sampled: bridge 560004 White Water
From Lot No.:
Bag Lot No.:
DIME Test ID: 2020-10-21-23-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/28/2020
Date Tested: 11/18/2020
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:
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Unit system used?
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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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5.99 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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28.18 in^2
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Compressive strength (to nearest 10 psi)
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5040 psi
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Maximum load on cylinder 1
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134480 lb
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Maximum load on cylinder 2
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149815 lb
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Compressive strength of cylinder 1
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4757.0 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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5316.4 psi
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Type of fracture pattern of cylinder 2
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2
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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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Age of specimen in hours
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no data
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