Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214702 DEA: 030F2864 EFIS: 0320000123
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-7.92 / 8.4
Work Description: Remove and replace Consumnes River and Consumnes River Overflow bridge
Location Description: Sacramento County
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4001 Bradshaw Road, Sacramento, CA 95827
Resident Engineer: Masoud Saed Structure Rep.: Chau Ha
DIME Sample ID: 2020-08-19-7
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: 08/19/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/20/2020
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: Cosumnes River Overflow Bridge
The fabricator/manufacturer/facility name: Con-Fab California, LLC
The concrete mix design number: SCC-S98-10F
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 2341
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: in girder
From Lot No.:
Bag Lot No.:
DIME Test ID: 2020-08-19-7-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/24/2020
Date Tested: 08/20/2020
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
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Number of specimens
|
2
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Test performed
|
With no density determined
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|
Average diameter of cylinder 1
|
6.00 in
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Average diameter of cylinder 2
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6.00 in
|
|
Capped in accordance with?
|
ASTM C617/CTM521
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Cross sectional area of cylinder 1
|
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)
|
5700 psi
|
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Maximum load on cylinder 1
|
157415 lb
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Maximum load on cylinder 2
|
165010 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
|
no data0 days
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Age of specimen in hours
|
22 hours
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DIME Test ID: 2020-08-19-7-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231 Cured in accordance with ASTM C511
Verified Date: 10/07/2020
Date Tested: 09/16/2020
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
|
3
|
|
Test performed
|
With no density determined
|
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Cross sectional area of cylinder 3
|
28.27 in^2
|
|
Capped in accordance with?
|
ASTM C1231
|
|
Compressive strength (to nearest 10 psi)
|
9040 psi
|
|
Average diameter of cylinder 1
|
6.00 in
|
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Average diameter of cylinder 2
|
6.00 in
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|
Average diameter of cylinder 3
|
6.00 in
|
|
Maximum load on cylinder 1
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251855 lb
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Maximum load on cylinder 2
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252250 lb
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Maximum load on cylinder 3
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262890 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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3
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Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
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Correction factor for cylinder 3
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1
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Age of specimen
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28 days
|
DIME Test ID: 2020-08-19-7-3
Test Method: CTM TEMP1-16: Test Method for Monitoring Precast Concrete Curing Temperature (Curing temperature)
Verified Date: 10/07/2020
Date Tested: 08/19/2020
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
|
149 °F
|
