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Sample Record for 2023-08-31-64

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

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

Sample Information

DIME Sample ID: 2023-08-31-64
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: 08/31/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/31/2023
The quantity of what the sample constitutes: 117
A brief description of the sample: Abut 1 & 2
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Shamrock Concrete

Material Information

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: 423437
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.:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2023-08-31-64-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/03/2024
Date Tested: 09/07/2023
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 1
Test performed With no density determined
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 4.00 in
Compressive strength of cylinder (to nearest 10 psi) 7000 psi
Maximum load on cylinder 1 88050 lb
Type of fracture pattern of cylinder 1 3
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Age of specimen 7 days
Age of specimen in hours no data

Test 2 of 4

DIME Test ID: 2023-08-31-64-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/03/2024
Date Tested: 09/28/2023
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 1
Test performed With no density determined
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 4.00 in
Compressive strength of cylinder (to nearest 10 psi) 8330 psi
Maximum load on cylinder 1 104750 lb
Type of fracture pattern of cylinder 1 3
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Age of specimen 28 days
Age of specimen in hours no data

Test 3 of 4

DIME Test ID: 2023-08-31-64-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/03/2024
Date Tested: 09/28/2023
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 1
Test performed With no density determined
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 4.00 in
Compressive strength of cylinder (to nearest 10 psi) 8020 psi
Maximum load on cylinder 1 100850 lb
Type of fracture pattern of cylinder 1 3
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Age of specimen 28 days
Age of specimen in hours no data

Test 4 of 4

DIME Test ID: 2023-08-31-64-4
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/03/2024
Date Tested: 09/28/2023
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 1
Test performed With no density determined
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 4.00 in
Compressive strength of cylinder (to nearest 10 psi) 7740 psi
Maximum load on cylinder 1 97350 lb
Type of fracture pattern of cylinder 1 3
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Age of specimen 28 days
Age of specimen in hours no data