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: 2023-02-14-48
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: 02/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/14/2023
The quantity of what the sample constitutes: 15 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
The concrete mix design number: 725A1Z0P
The truck number from where the sample was collected: 550
The batch plant ticket number from where the sample was collected: 3432930
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: 2023-02-14-48-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/16/2023
Date Tested: 03/14/2023
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:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
4.03 in
|
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Average diameter of cylinder 2
|
4.03 in
|
|
Average diameter of cylinder 3
|
4.04 in
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Cross sectional area of cylinder 1
|
12.76 in^2
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Cross sectional area of cylinder 2
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12.76 in^2
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Cross sectional area of cylinder 3
|
12.82 in^2
|
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Compressive strength (to nearest 10 psi)
|
5680 psi
|
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Maximum load on cylinder 1
|
73470 lb
|
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Maximum load on cylinder 2
|
67930 lb
|
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Maximum load on cylinder 3
|
76290 lb
|
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Compressive strength of cylinder 1
|
5757.8 psi
|
|
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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5323.7 psi
|
|
Compressive strength of cylinder 3
|
5950.9 psi
|
|
Type of fracture pattern of cylinder 2
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6
|
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Type of fracture pattern of cylinder 3
|
6
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
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Correction factor for cylinder 1
|
1
|
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Correction factor for cylinder 2
|
1
|
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Correction factor for cylinder 3
|
1
|
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Age of specimen
|
28 days
|
|
Age of specimen in hours
|
0 hours
|
DIME Test ID: 2023-02-14-48-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/30/2023
Date Tested: 03/28/2023
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:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
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Average diameter of cylinder 3
|
4.02 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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12.63 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)
|
5860 psi
|
|
Maximum load on cylinder 1
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75560 lb
|
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Maximum load on cylinder 2
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72340 lb
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Maximum load on cylinder 3
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73940 lb
|
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Compressive strength of cylinder 1
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6011.1 psi
|
|
Type of fracture pattern of cylinder 1
|
5
|
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Compressive strength of cylinder 2
|
5727.6 psi
|
|
Compressive strength of cylinder 3
|
5826.6 psi
|
|
Type of fracture pattern of cylinder 2
|
5
|
|
Type of fracture pattern of cylinder 3
|
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
|
1
|
|
Correction factor for cylinder 2
|
1
|
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Correction factor for cylinder 3
|
1
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Age of specimen
|
42 days
|
|
Age of specimen in hours
|
0 hours
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