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: 2023-06-28-96
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: 06/28/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/28/2023
The quantity of what the sample constitutes: 5 CY
A brief description of the sample: concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Shamrock Materials Inc
The concrete mix design number: H7511503
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 374491
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: CHUTE OF TRUCK
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-06-28-96-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/03/2024
Date Tested: 06/28/2023
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?
|
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
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
|
12.6 in^2
|
|
Cross sectional area of cylinder 2
|
12.6 in^2
|
|
Cross sectional area of cylinder 3
|
12.6 in^2
|
|
Compressive strength (to nearest 10 psi)
|
2070 psi
|
|
Maximum load on cylinder 1
|
25910 lb
|
|
Maximum load on cylinder 2
|
25010 lb
|
|
Maximum load on cylinder 3
|
27200 lb
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
Type of fracture pattern of cylinder 3
|
3
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
|
|
Age of specimen
|
no data0 days
|
|
Age of specimen in hours
|
12 hours
|
DIME Test ID: 2023-06-28-96-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/03/2024
Date Tested: 06/29/2023
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
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
|
12.6 in^2
|
|
Cross sectional area of cylinder 2
|
12.6 in^2
|
|
Cross sectional area of cylinder 3
|
12.6 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4450 psi
|
|
Maximum load on cylinder 1
|
4280 lb
|
|
Maximum load on cylinder 2
|
4460 lb
|
|
Maximum load on cylinder 3
|
4600 lb
|
|
Type of fracture pattern of cylinder 1
|
4
|
|
Type of fracture pattern of cylinder 2
|
4
|
|
Type of fracture pattern of cylinder 3
|
3
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
|
|
Age of specimen
|
1 days
|
|
Age of specimen in hours
|
no data
|
DIME Test ID: 2023-06-28-96-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/03/2024
Date Tested: 06/29/2023
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
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
|
12.6 in^2
|
|
Cross sectional area of cylinder 2
|
12.6 in^2
|
|
Cross sectional area of cylinder 3
|
12.6 in^2
|
|
Compressive strength (to nearest 10 psi)
|
6120 psi
|
|
Maximum load on cylinder 1
|
76910 lb
|
|
Maximum load on cylinder 2
|
76950 lb
|
|
Maximum load on cylinder 3
|
76850 lb
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
Type of fracture pattern of cylinder 3
|
3
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
|
|
Age of specimen
|
1 days
|
|
Age of specimen in hours
|
no data
|
