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Sample Record for 2022-09-13-57

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Project Information

Project ID: 212737 DEA: 060S8304 EFIS: 0615000046 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-5-44.4-45.4
Work Description: TUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R.
Location Description: IN FRESNO COUNTY AT TUMEY GULCH.
Contractor Name: Bruce Shumacher
Contractor Address: 2716 S Granite Ct, Fresno, CA 93706
Resident Engineer: Cary Cruz Structure Rep.: Ben Holton

Sample Information

DIME Sample ID: 2022-09-13-57
TL Number from the TL Form:
Sample Submitted By Organization: Con-Fab California, LLC
Sample Organization Contact: (661) 630-7162
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 09/13/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/14/2022
The quantity of what the sample constitutes: Girder
A brief description of the sample: 4 x 8 concrete cylinders
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name: Tumey Gulch Bridge
The fabricator/manufacturer/facility name: Con-Fab California, LLC

Material Information

The concrete mix design number: SCCS980F
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 2738
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Back of the truck Chute
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 7

DIME Test ID: 2022-09-13-57-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 01/26/2023
Date Tested: 09/13/2022
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: trevorl@confabca.com
Organization Phone: (661) 630-3281
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Temperature 80 F

Test 2 of 7

DIME Test ID: 2022-09-13-57-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 01/26/2023
Date Tested: 09/13/2022
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: trevorl@confabca.com
Organization Phone: (661) 630-3281
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Slump 22.75 inch

Test 3 of 7

DIME Test ID: 2022-09-13-57-3
Test Method: ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 01/26/2023
Date Tested: 09/13/2022
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: trevorl@confabca.com
Organization Phone: (661) 630-3281
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Identification of concrete represented by the sample Girder
Volume of the measure 0.25 ft^3
Density of concrete 150.8 lb/ft^3
Yield of concrete no data
Relative yield of the batch no data
Cement content no data
Air content no data

Test 4 of 7

DIME Test ID: 2022-09-13-57-4
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 01/26/2023
Date Tested: 09/13/2022
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: trevorl@confabca.com
Organization Phone: (661) 630-3281
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Air content 2.5 %

Test 5 of 7

DIME Test ID: 2022-09-13-57-5
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/26/2023
Date Tested: 09/14/2022
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: trevorl@confabca.com
Organization Phone: (661) 630-3281
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Apparent mass of submerged cylinder 1 9.2 lb
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.00 in
Cross sectional area of cylinder 1 12.57 in^2
Cross sectional area of cylinder 2 12.57 in^2
Compressive strength (to nearest 10 psi) 6530 psi
Maximum load on cylinder 1 76685 lb
Maximum load on cylinder 2 87520 lb
Type of fracture pattern of cylinder 1 5
Type of fracture pattern of cylinder 2 3
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1.00
Correction factor for cylinder 2 1.00
Age of specimen 0 days
Age of specimen in hours 17 hours
Serial number of delivery ticket, if available no data

Test 6 of 7

DIME Test ID: 2022-09-13-57-6
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/26/2023
Date Tested: 09/20/2022
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: trevorl@confabca.com
Organization Phone: (661) 630-3281
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
Apparent mass of submerged cylinder 1 9.2 lb
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 12.57 in^2
Cross sectional area of cylinder 2 12.57 in^2
Cross sectional area of cylinder 3 12.57 in^2
Compressive strength (to nearest 10 psi) 8490 psi
Maximum load on cylinder 1 105025 lb
Maximum load on cylinder 2 108360 lb
Maximum load on cylinder 3 106595 lb
Type of fracture pattern of cylinder 1 3
Type of fracture pattern of cylinder 2 3
Type of fracture pattern of cylinder 3 5
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1.00
Correction factor for cylinder 2 1.00
Correction factor for cylinder 3 1.00
Age of specimen 7 days
Age of specimen in hours 0 hours
Serial number of delivery ticket, if available no data

Test 7 of 7

DIME Test ID: 2022-09-13-57-7
Test Method: CTM TEMP1-16: Test Method for Monitoring Precast Concrete Curing Temperature (Curing temperature)
Verified Date: 01/26/2023
Date Tested: 09/13/2022
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: trevorl@confabca.com
Organization Phone: (661) 630-3281
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Precast Maximum Curing Temperature 147 °F