Sample Record for 2023-03-03-47
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 215129 DEA: 050N73U4 EFIS: 0520000166
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-7.3/9.6
Work Description: !!Please CC Office Engineer Gabrielle Herrera on reports to RE and SR!! Segment 4C - Summerland: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, steel soldier piles, epoxy coated rebar,
Location Description: SUMMERLAND FROM 0.2 MILES NORTH OF PARDARO LANE OVERCROSSING TO SAN YSIDRO CREEK BRIDGE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: PO Box 6744, Santa Barbara , CA 93111
Resident Engineer: Luobao Cai Structure Rep.: Emiliano Berntsen
Sample Information
DIME Sample ID: 2023-03-03-47
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Sample Organization Contact: (805) 621-3616
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 03/03/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/31/2023
The quantity of what the sample constitutes: 19 CY
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta Goleta
Material Information
The concrete mix design number: 63511N0P
The truck number from where the sample was collected: 675
The batch plant ticket number from where the sample was collected: 3433009
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Discharge from concrete truck into wheelbarrow
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: 2023-03-03-47-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/03/2023
Date Tested: 03/31/2023
Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Organization Address: 21 Griffin Road North,
Organization City: Windsor
Organization State: CT
Organization Zipcode: 06095-1590
Organization Email: dlachaine@trccompanies.com
Organization Phone: (805) 621-3616
General Comments for this Test:
Test Result Compliance: complies
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 C1231 - Unbonded Elastomeric Pad Cap
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Average diameter of cylinder 1
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4.02 in
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Average diameter of cylinder 2
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4.02 in
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Average diameter of cylinder 3
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4.02 in
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Cross sectional area of cylinder 1
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12.69 in^2
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Cross sectional area of cylinder 2
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12.69 in^2
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Cross sectional area of cylinder 3
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12.69 in^2
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Compressive strength (to nearest 10 psi)
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4220 psi
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Maximum load on cylinder 1
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48370 lb
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Maximum load on cylinder 2
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58090 lb
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Maximum load on cylinder 3
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54230 lb
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Compressive strength of cylinder 1
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3811.7 psi
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Type of fracture pattern of cylinder 1
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5
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Compressive strength of cylinder 2
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4577.6 psi
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Compressive strength of cylinder 3
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4273.4 psi
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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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3
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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
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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
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Age of specimen in hours
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0 hours
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