Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214998 DEA: 044H0504 EFIS: 0413000080
QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-12-25.8-33.3
Work Description: BRIDGE SCOUR MITIGATION
Location Description: SONOMA COUNTY NEAR SANTA ROSA AT SONOMA CREEK BRIDGE AND AT HOOKER CREEK BRIDGE
Contractor Name: Ghilotti Construction Co. (Nishit Prajapati)
Contractor Address: 246 Ghilloti Ave, Santa Rosa CA 95407
Resident Engineer: leonard brajnikoff Structure Rep.: Anthony tierra
DIME Sample ID: 2023-08-21-38
TL Number from the TL Form:
Sample Submitted By Organization: Ghilotti Construction Company
Sample Organization Contact: (669) 600-1564
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 08/21/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/28/2023
The quantity of what the sample constitutes: 18
A brief description of the sample: Abut 2. Pile 6 & 8
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Shamrock Concrete
The concrete mix design number: D67112P1
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 415747
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Sample taken from the chute
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-08-21-38-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/03/2024
Date Tested: 08/28/2023
Submitted By Organization: Ghilotti Construction Company
Organization Address: 246 Ghilotti Avenue,
Organization City: Santa Rosa
Organization State: CA
Organization Zipcode: 95407
Organization Email: nishitp@ghilotti.com
Organization Phone: (669) 600-1564
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
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US Units
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Number of specimens
|
1
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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 C617 - Sulfur Mortar Cap
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Average diameter of cylinder 1
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4.00 in
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Compressive strength of cylinder (to nearest 10 psi)
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6290 psi
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Maximum load on cylinder 1
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79010 lb
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Type of fracture pattern of cylinder 1
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2
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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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Age of specimen
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7 days
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Age of specimen in hours
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no data
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DIME Test ID: 2023-08-21-38-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/03/2024
Date Tested: 09/18/2023
Submitted By Organization: Ghilotti Construction Company
Organization Address: 246 Ghilotti Avenue,
Organization City: Santa Rosa
Organization State: CA
Organization Zipcode: 95407
Organization Email: nishitp@ghilotti.com
Organization Phone: (669) 600-1564
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
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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Average diameter of cylinder 3
|
4.00 in
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Cross sectional area of cylinder 1
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12.6 in^2
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Cross sectional area of cylinder 2
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12.6 in^2
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Cross sectional area of cylinder 3
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12.6 in^2
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Compressive strength (to nearest 10 psi)
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7760 psi
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Maximum load on cylinder 1
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96020 lb
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Maximum load on cylinder 2
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99230 lb
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Maximum load on cylinder 3
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97270 lb
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Type of fracture pattern of cylinder 1
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3
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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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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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no data
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