Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214579 DEA: 010B0904 EFIS: 0100020444
QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-101-8.2/8.7
Work Description: Panther Creek & Hunter Creek Bridges
Location Description: DEL NORTE COUNTY NEAR KLAMATH AT PANTHER CREEK BRIDGE AND AT HUNTER CREEK BRIDGE
Contractor Name: Golden State Bridge, Inc
Contractor Address: 3701 Mallard Dr., Benicia, CA 94510
Resident Engineer: Ryan Dunne Structure Rep.: Brian Cinkutis
DIME Sample ID: 2022-01-24-27
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: 01/24/2022
Date that the sample was received by the laboratory/organization performing the testing: 01/21/2022
The quantity of what the sample constitutes: 1
A brief description of the sample: Concrete Break Cylinders 4x8
From where was the sample collected: Manufacturer
Laboratory sample identification: K3 - 20-020D
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: KIECON
The concrete mix design number: K4200CP1A
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 113364
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Skyway Bed
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2022-01-24-27-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/28/2022
Date Tested: 01/24/2022
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
|
Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
|
Average diameter of cylinder 1
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4.00 in
|
Average diameter of cylinder 2
|
4.00 in
|
Average diameter of cylinder 3
|
4.00 in
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Cross sectional area of cylinder 1
|
12.57 in^2
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Cross sectional area of cylinder 2
|
12.57 in^2
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
Compressive strength (to nearest 10 psi)
|
7010 psi
|
Maximum load on cylinder 1
|
89730 lb
|
Maximum load on cylinder 2
|
84680 lb
|
Maximum load on cylinder 3
|
89950 lb
|
Type of fracture pattern of cylinder 1
|
1
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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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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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0
|
Correction factor for cylinder 2
|
0
|
Correction factor for cylinder 3
|
0
|
Age of specimen
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2 days
|
Age of specimen in hours
|
6 hours
|