Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213958 DEA: 010F9604 EFIS: 0116000109
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-124.5
Work Description: LITTLE LOST MAN FISH PASSAGE
Location Description: HUMBOLDT COUNTY NEAR ORICK 0.2 MILE SOUTH OF LOST MAN CREEK BRIDGE
Contractor Name: MCCULLOUGH CONSTRUCTION INC
Contractor Address: 57 Aldergrove Rd., Arcata, CA 95521
Resident Engineer: Karen Sanders Structure Rep.: Brian Cinkutis
DIME Sample ID: 2020-05-14-56
TL Number from the TL Form:
Sample Submitted By Organization: Kie-Con, Incorporated - Antioch
Sample Organization Contact: (925) 331-7122
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 05/14/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/14/2020
The quantity of what the sample constitutes: 28 CY
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name: VOIDED SLAB
The fabricator/manufacturer/facility name: KIE-CON, INC
The concrete mix design number: K4200
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 104505
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: WHEEL BARROW
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2020-05-14-56-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/24/2020
Date Tested: 06/11/2020
Submitted By Organization: Kie-Con, Incorporated - Antioch
Organization Address: 3551 Wilbur Avenue,
Organization City: Antioch
Organization State: CA
Organization Zipcode: 94509
Organization Email: gregory.lask@kiewit.com
Organization Phone: (925) 331-7122
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
2
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Test performed
|
With no density determined
|
Average diameter of cylinder 1
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6.00 in
|
Average diameter of cylinder 2
|
6.00 in
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Capped in accordance with?
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ASTM C617/CTM521
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Cross sectional area of cylinder 1
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28.27 in^2
|
Cross sectional area of cylinder 2
|
28.27 in^2
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Compressive strength (to nearest 10 psi)
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7950 psi
|
Maximum load on cylinder 1
|
226160 lb
|
Maximum load on cylinder 2
|
223330 lb
|
Type of fracture pattern of cylinder 1
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1
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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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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
|
Age of specimen
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28 days
|
Age of specimen in hours
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0 hours
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