Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215109 DEA: 081C8504 EFIS: 0813000047
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-74-0.0/5.8
Work Description: ROADWAY EXCAVATION, HOT MIX ASPHALT, AND STRUCTURAL SHOTCRETE WALLS.
Location Description: RIVERSIDE COUNTY NEAR LAKE ELSINORE FROM ORANGE COUNTY LINE TO MONTE VISTA STREET
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 38000 MONROE STREET, INDIO, CA 92203
Resident Engineer: Osama Abdalla Structure Rep.: Ryan Kash (Reports)
DIME Sample ID: 2021-12-22-15
TL Number from the TL Form:
Sample Submitted By Organization: Jensen Precast - Fontana
Sample Organization Contact: 9096095937
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 12/22/2021
Date that the sample was received by the laboratory/organization performing the testing: 12/22/2021
The quantity of what the sample constitutes: 4 cylinders
A brief description of the sample: 6"x12" concrete samples
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier: 08-1C8504 33 Riv
Structure name: RTA Ortega Highway
The fabricator/manufacturer/facility name: Jensen Precast
The concrete mix design number: 10
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 54531
Concrete batch plant: Jensen Fontana
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Conveyor belt
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2021-12-22-15-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/19/2022
Date Tested: 12/22/2021
Submitted By Organization: Jensen Precast - Fontana
Organization Address: 14221 San Bernardino Ave,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92335
Organization Email: avali@jensenprecast.com
Organization Phone: (909) 609-5937
General Comments for this Test: 2 Samples tested at 7 days and two tested at 28 days. 28 day average = 7119 psi. Designed Compressive Strength = 6000 psi @ 28 days.
Test Result Compliance:
Additional Comments When Verified: Results for Cast Date 12-22-21
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Unit system used?
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US Units
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Number of specimens
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4
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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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no data
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Apparent mass of submerged cylinder 1
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30 lb
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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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Average diameter of cylinder 3
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6.00 in
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Average diameter of cylinder 4
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6.00 in
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Cross sectional area of cylinder 1
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3 in^2
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Cross sectional area of cylinder 2
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3 in^2
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Cross sectional area of cylinder 3
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3 in^2
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Cross sectional area of cylinder 4
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3 in^2
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Compressive strength (to nearest 10 psi)
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6000 psi
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Maximum load on cylinder 1
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186654 lb
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Maximum load on cylinder 2
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190403 lb
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Maximum load on cylinder 3
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198770 lb
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Maximum load on cylinder 4
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203770 lb
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Type of fracture pattern of cylinder 1
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2
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Type of fracture pattern of cylinder 2
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2
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Type of fracture pattern of cylinder 3
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2
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Type of fracture pattern of cylinder 4
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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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Correction factor for cylinder 3
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1
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Correction factor for cylinder 4
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1
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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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168 hours
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Serial number of delivery ticket, if available
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no data
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