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: 2021-03-16-3
TL Number from the TL Form:
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: 03/16/2021
Date that the sample was received by the laboratory/organization performing the testing: 03/17/2021
The quantity of what the sample constitutes: 2
A brief description of the sample: concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1016-316
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: cemex
The concrete mix design number: 20034
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: white water bridge
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2021-03-16-3-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/21/2021
Date Tested: 04/13/2021
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 - Sulfur Mortar Cap
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Average diameter of cylinder 1
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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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6860 psi
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Maximum load on cylinder 1
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189360 lb
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Maximum load on cylinder 2
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196260 lb
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Compressive strength of cylinder 1
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6741.2 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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6986.8 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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SAMPLES RECEIVED NOT FULLY CURED
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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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