Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994378 DEA: 040K6304 EFIS: 0416000111
QA Service Level: 1
DIST-CO-RTE-PM: 04-NAP-29-16.4/19.0
Work Description: BRIDGE RAIL REPLACEMENT AND SHOULDER WIDENING.
Location Description: NAPA COUNTY NEAR YOUNTVILLE AT VARIOUS LOCATIONS FROM 0.1 MILE SOUTH OF DRY CREEK BRIDGE TO 0.1 MILE NORTH OF CALIFORNIA DRIVE UNDERCROSSIG
Contractor Name: GORDON N. BALL, INC.
Contractor Address: 333 Camile Avenue, Alamo, CA 94507
Resident Engineer: Danilo Patenia Structure Rep.: Unknown
DIME Sample ID: 2024-09-27-70
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Fairfield Construction Field Office 59-545
Sample Organization Contact: 510-714-7055
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 09/27/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/16/2024
The quantity of what the sample constitutes: 16 yd
A brief description of the sample: Approach Slab NB
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 21-0051
Structure name: Perfume Creek Bridge
The fabricator/manufacturer/facility name: Shamrock Napa
The concrete mix design number: D101C5E1
The truck number from where the sample was collected: 2436
The batch plant ticket number from where the sample was collected: 693817
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Approach Slab NB
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-09-27-70-2
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Submitted By Organization: CT D04 - Fairfield Construction Field Office 59-545
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: alejandro.lara@dot.ca.gov
Organization Phone: (510) 714-7055
Data has not been verified.
DIME Test ID: 2024-09-27-70-3
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/29/2024
Date Tested: 10/28/2024
Submitted By Organization: CT HQ - Vallejo Field Laboratory
Organization Address: 690 Walnut,
Organization City: vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: yannick.aranas@dot.ca.gov
Organization Phone: (916) 639-4315
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 C1231 - Unbonded Elastomeric Pad Cap
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Apparent mass of submerged cylinder 1
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1 lb
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Average diameter of cylinder 1
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4.06 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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4.08 in
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Cross sectional area of cylinder 1
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12.95 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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13.07 in^2
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Compressive strength (to nearest 10 psi)
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5070 psi
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Maximum load on cylinder 1
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65591 lb
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Maximum load on cylinder 2
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69323 lb
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Maximum load on cylinder 3
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62670 lb
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Compressive strength of cylinder 1
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4960.0 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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5460.0 psi
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Compressive strength of cylinder 3
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4790 psi
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Type of fracture pattern of cylinder 2
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3
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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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0.98
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Correction factor for cylinder 2
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0.99
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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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31 days
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Age of specimen in hours
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no data0 hours
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Serial number of delivery ticket, if available
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no data
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