Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213700 DEA: 020H9004 EFIS: 0215000077
QA Service Level: 1
DIST-CO-RTE-PM: 02-BUT-70-41.9/42.3
Work Description: REMOVE CULVERTS AND CONSTRUCT BRIDGE
Location Description: BUTTE COUNTY NEAR PULGA FROM 2.5 MILES WEST OF PENSTOCK UNDERCROSSING TO 2.1 MILES WEST OF PENSTOCK UNDERCROSSING
Contractor Name: SHASTA SERVICES INC. DBA
Contractor Address: 509 S. Mt. Shasta Blvd., Mt. Shasta, CA 96067
Resident Engineer: John Yolton Structure Rep.: Adam Scardaci
DIME Sample ID: 2020-10-29-2
TL Number from the TL Form:
Sample Submitted By Organization: Con-Fab California, LLC
Sample Organization Contact: (661) 630-7162
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 10/29/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/29/2020
The quantity of what the sample constitutes: 1 girder
A brief description of the sample: PCC 6"x12" test cylinder
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Con-Fab California, LLC
The concrete mix design number: SCC-S98-25FA
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 2629
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Back of Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2020-10-29-2-1
Test Method: CTM TEMP1-16: Test Method for Monitoring Precast Concrete Curing Temperature (Curing temperature)
Verified Date: 11/04/2020
Date Tested: 10/29/2020
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: trevorl@confabca.com
Organization Phone: (661) 630-3281
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Precast Maximum Curing Temperature
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134 °F
|
DIME Test ID: 2020-10-29-2-2
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/04/2020
Date Tested: 10/30/2020
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: trevorl@confabca.com
Organization Phone: (661) 630-3281
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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Average diameter of cylinder 1
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6.00 in
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Average diameter of cylinder 2
|
6.00 in
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Capped in accordance with?
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ASTM C1231
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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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Compressive strength (to nearest 10 psi)
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5190 psi
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Maximum load on cylinder 1
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147745 lb
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Maximum load on cylinder 2
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145490 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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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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1 days
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Age of specimen in hours
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0 hours
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