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Sample Record for 2022-06-08-46

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

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

Sample Information

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

Material Information

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.:

Test Results

Test 1 of 1

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 3
Test performed With no density determined
Cross sectional area of cylinder 1 4 in^2
Cross sectional area of cylinder 2 4 in^2
Cross sectional area of cylinder 3 4 in^2
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Compressive strength (to nearest 10 psi) 9260 psi
Average diameter of cylinder 1 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 111050 lb
Type of fracture pattern of cylinder 1 1
Type of fracture pattern of cylinder 2 4
Type of fracture pattern of cylinder 3 1
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
Correction factor for cylinder 3 1
Age of specimen 28 days