Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994087 DEA: 051G4104 EFIS: 0515000012
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-4.0/4.8
Work Description: Santa Claus Lane Bike Path - !!Charge time to 05-0N72U4 per Project Manager / Corridor Manager!!
Location Description: !!Charge time to 05-0N72U4 per Project Manager / Corridor Manager!!
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 5335 Debbie Road, Santa Barbara, CA 93111
Resident Engineer: Luobao Cai Structure Rep.: Josh Madrigal
DIME Sample ID: 2023-03-08-55
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Sample Organization Contact: (805) 621-3616
Type of Sample: Department Acceptance
Type of Material: Concrete
Sample Taken Date: 03/08/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/08/2023
The quantity of what the sample constitutes: 38 CY
A brief description of the sample: Concrete Sample
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta Goleta
The concrete mix design number: 725A1Z0P
The truck number from where the sample was collected: 544
The batch plant ticket number from where the sample was collected: 3433048
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.:
DIME Test ID: 2023-03-08-55-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 03/20/2023
Date Tested: 03/08/2023
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:
DIME Test ID: 2023-03-08-55-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 03/20/2023
Date Tested: 03/08/2023
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:
DIME Test ID: 2023-03-08-55-3
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/17/2023
Date Tested: 04/05/2023
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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Apparent mass of submerged cylinder 1
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0 lb
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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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6250 psi
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Maximum load on cylinder 1
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79270 lb
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Maximum load on cylinder 2
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82640 lb
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Maximum load on cylinder 3
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75830 lb
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Compressive strength of cylinder 1
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6250.0 psi
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Type of fracture pattern of cylinder 1
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3
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Compressive strength of cylinder 2
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6510.0 psi
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Compressive strength of cylinder 3
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5980 psi
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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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5
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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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1.00
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Correction factor for cylinder 2
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1.00
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Correction factor for cylinder 3
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1.00
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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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Serial number of delivery ticket, if available
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no data
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