Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214892 DEA: 06442554 EFIS: 0612000176 COOP: 061699
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-46-29.7/31.9
Work Description: CONVERT 2-LANE TO 4-LANE HMA PAVEMENT AND CONSTRUCT NEW BRIDGE.
Location Description: KERN COUNTY AT AND NEAR LOST HILLS FROM 0.2 MILE WEST OF CALIFORNIA AQUEDUCT BRIDGE TO 1.4 MILES EAST OF LOST HILLS ROAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3005 James Road, Bakersfield, CA 93308
Resident Engineer: Trever Shiplee Structure Rep.: Gabriel Macias
DIME Sample ID: 2022-06-08-46
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: 06/08/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/09/2022
The quantity of what the sample constitutes: Three 4x8 cylinders
A brief description of the sample: 4x8 cylinders
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: KieCon
The concrete mix design number: K6080-603cpa
The truck number from where the sample was collected: 5
The batch plant ticket number from where the sample was collected: 114933
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: WFG Bed
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2022-06-08-46-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap
Verified Date: 07/07/2022
Date Tested: 07/06/2022
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
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3
|
Test performed
|
With no density determined
|
Cross sectional area of cylinder 1
|
4 in^2
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Cross sectional area of cylinder 2
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4 in^2
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Cross sectional area of cylinder 3
|
4 in^2
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Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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Compressive strength (to nearest 10 psi)
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9260 psi
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Average diameter of cylinder 1
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12.57 in
|
Average diameter of cylinder 2
|
12.57 in
|
Average diameter of cylinder 3
|
12.57 in
|
Maximum load on cylinder 1
|
115510 lb
|
Maximum load on cylinder 2
|
122550 lb
|
Maximum load on cylinder 3
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111050 lb
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Type of fracture pattern of cylinder 1
|
1
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Type of fracture pattern of cylinder 2
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4
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Type of fracture pattern of cylinder 3
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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
|
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
|