Sample Record for 2022-01-27-7
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214993 DEA: 051F5004 EFIS: 0514000003
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101,135-70.6/71.2;0.1
Work Description: CONSTRUCT CONCRETE BRIDGE, BRIDGE REMOVAL, COLD PLANE, PLACE HMA.
Location Description: SANTA BARBARA COUNTY AT LOS ALAMOS ON ROUTE 101 FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF ROUTE 101/135 SEPARATION AND ON ROUTE 135 AT ROUTE 101/135 SEPARATION
Contractor Name: CAL PORTLAND CONSTRUCTION
Contractor Address: 1625 E Donovan Road, Santa Maria, CA 93454
Resident Engineer: Jason Torres Structure Rep.: Alex Martinez
Sample Information
DIME Sample ID: 2022-01-27-7
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: 01/27/2022
Date that the sample was received by the laboratory/organization performing the testing: 01/28/2022
The quantity of what the sample constitutes: 2
A brief description of the sample: Concrete Test Cylinder 4x8
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: K7010705CPOR3
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 113392
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Wilbur 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: 2022-01-27-7-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/28/2022
Date Tested: 01/28/2022
Submitted By Organization: Kie-Con, Incorporated - Antioch
Organization Address: 3551 Wilbur Avenue,
Organization City: Antioch
Organization State: CA
Organization Zipcode: 94509
Organization Email: cesar.rodriguez3@kiewit.com
Organization Phone: (925) 302-3654
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Unit system used?
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US Units
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Number of specimens
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3
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Test performed
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With no density determined
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Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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Average diameter of cylinder 1
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4.00 in
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Average diameter of cylinder 2
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4.00 in
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Average diameter of cylinder 3
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4.00 in
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Cross sectional area of cylinder 1
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12.57 in^2
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Cross sectional area of cylinder 2
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12.57 in^2
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Cross sectional area of cylinder 3
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12.57 in^2
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Compressive strength (to nearest 10 psi)
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7130 psi
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Maximum load on cylinder 1
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84510 lb
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Maximum load on cylinder 2
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92010 lb
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Maximum load on cylinder 3
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92250 lb
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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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2
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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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no data0
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Correction factor for cylinder 2
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no data0
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Correction factor for cylinder 3
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no data0
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Age of specimen
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1 days
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Age of specimen in hours
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no data0 hours
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