Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212056 DEA: 033H7204 EFIS: 0318000054
QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-80-R9.2/R9.6
Work Description: remove mudslide -Construct TWLTL/turn pockets, widen shoulders, provide improved access for bicyclists/pedestrians, establish a clear recovery zone of 20 feet, and rehabilitate Class II pavement
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2021-04-30-16
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: 04/30/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/05/2021
The quantity of what the sample constitutes: four cylinders
A brief description of the sample: Four 6 X 12 Concrete Samples
From where was the sample collected: Manufacturer
Laboratory sample identification: CB1813010006
Structure unique identifier: 03-20000087 04 Butte
Structure name: Hwy 70 Cox Lane
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: 44012
Concrete batch plant: Jensen Precast
The fabricator/manufacturer designation for the sample: Plant
A detailed description of where the material sample was collected: conveyor belt
Where the material sample would have been placed if not sampled: Form
From Lot No.:
Bag Lot No.:
DIME Test ID: 2021-04-30-16-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/14/2021
Date Tested: 05/14/2021
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: One cylinder was broken at 7 days with 4740 psi. A second cylinder was broken at 14 days with 5000 psi. Two more pending for a latter 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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4
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Test performed
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With no density determined
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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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Capped in accordance with?
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ASTM C39 - Ground End
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Average diameter of cylinder 3
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0.00 in
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Average diameter of cylinder 4
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0.00 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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28.27 in^2
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Cross sectional area of cylinder 3
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28.27 in^2
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Cross sectional area of cylinder 4
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28.27 in^2
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Compressive strength (to nearest 10 psi)
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4740 psi
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Maximum load on cylinder 1
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134130 lb
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Maximum load on cylinder 2
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141360 lb
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Maximum load on cylinder 3
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0 lb
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Maximum load on cylinder 4
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0 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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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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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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