Sample Record for 2024-11-01-32
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993333 DEA: 04264724 EFIS: 0419000068
QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-101-R20.8/27.1
Work Description: CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL.
Location Description: MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE
Contractor Name: GHILOTTI CONSTRUCTION CO. INC. (RILEY GENAZZI & JOSH SERAFINO)
Contractor Address: 246 GHILOTTI AVE., SANTA ROSA, CA 95407
Resident Engineer: Fabio La Serna Structure Rep.: Jeremy Light
Sample Information
DIME Sample ID: 2024-11-01-32
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3672 - Novato Field Office
Sample Organization Contact: (916) 621-8033
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 11/01/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/01/2024
The quantity of what the sample constitutes: 9 CY
A brief description of the sample: structural concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 27-0090L
Structure name: Franklin Bridge Shear Key and PT block
The fabricator/manufacturer/facility name: Shamrock Materials
Material Information
The concrete mix design number: 3728LV
The truck number from where the sample was collected: 2444
The batch plant ticket number from where the sample was collected: 07174018
Concrete batch plant: 138
The fabricator/manufacturer designation for the sample: Shamrock Materials
A detailed description of where the material sample was collected: Back of truck chute
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 3
DIME Test ID: 2024-11-01-32-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Submitted By Organization: CT SC - 3672 - Novato Field Office
Organization Address: 384 Bel Marin Keys Boulevard, Suite 200,
Organization City: Novato
Organization State: CA
Organization Zipcode: 94949
Organization Email: josh.velono@dot.ca.gov
Organization Phone: (916) 621-8033
Data has not been verified.
Test 2 of 3
DIME Test ID: 2024-11-01-32-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Submitted By Organization: CT SC - 3672 - Novato Field Office
Organization Address: 384 Bel Marin Keys Boulevard, Suite 200,
Organization City: Novato
Organization State: CA
Organization Zipcode: 94949
Organization Email: josh.velono@dot.ca.gov
Organization Phone: (916) 621-8033
Data has not been verified.
Test 3 of 3
DIME Test ID: 2024-11-01-32-3
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231 - Unbonded Elastomeric Pad Cap Cured in accordance with ASTM C511
Verified Date: 12/02/2024
Date Tested: 12/02/2024
Submitted By Organization: CT HQ - Vallejo Field Laboratory
Organization Address: 690 Walnut Avenue, Suite 150,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: nikhil.moon@dot.ca.gov
Organization Phone: (682) 256-3796
General Comments for this Test: Specimens did not break. Max capacity of compression machine is 7,000 psi.
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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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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Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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Compressive strength (to nearest 10 psi)
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7000 psi
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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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Compressive strength of cylinder 1
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7000.0 psi
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Compressive strength of cylinder 2
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7000.0 psi
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Average diameter of cylinder 3
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4.00 in
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Compressive strength of cylinder 3
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7000 psi
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Maximum load on cylinder 1
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87990 lb
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Maximum load on cylinder 2
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87990 lb
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Maximum load on cylinder 3
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87990 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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1
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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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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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30 days
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