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Sample Record for 2023-09-25-70

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

Project Information

Project ID: 995107 DEA: 081P3104 EFIS: 0823000157 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-60-21.369/21.369
Work Description:
Location Description:
Contractor Name: Ames Construction Inc.
Contractor Address: 2000 AMES DRIVE, BURNSVILLE, MN 55306
Resident Engineer: Matt Bruce Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-09-25-70
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: 09/25/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/25/2023
The quantity of what the sample constitutes: 13.8
A brief description of the sample: T-II/V Cement & Flyash Type F
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Con-Fab California, LLC - Shafter

Material Information

The concrete mix design number: S9.8-25FA
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 3782
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Sampled from wheelbarrow collected from chute of ready mix truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 8

DIME Test ID: 2023-09-25-70-1
Test Method: CTM TEMP1-16: Test Method for Monitoring Precast Concrete Curing Temperature (Curing temperature)
Verified Date: 06/11/2024
Date Tested: 09/25/2023
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 138 °F

Test 2 of 8

DIME Test ID: 2023-09-25-70-2
Test Method: ASTM C143-10a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 06/11/2024
Date Tested: 09/25/2023
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 8.75 inch

Test 3 of 8

DIME Test ID: 2023-09-25-70-3
Test Method: ASTM C1064-08: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 06/11/2024
Date Tested: 09/25/2023
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 87 F

Test 4 of 8

DIME Test ID: 2023-09-25-70-4
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/11/2024
Date Tested: 09/26/2023
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
Capped in accordance with? no data
Apparent mass of submerged cylinder 1 1 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 4 in^2
Cross sectional area of cylinder 2 4 in^2
Cross sectional area of cylinder 3 4 in^2
Compressive strength (to nearest 10 psi) 6930 psi
Maximum load on cylinder 1 87625 lb
Maximum load on cylinder 2 86795 lb
Maximum load on cylinder 3 86980 lb
Type of fracture pattern of cylinder 1 4
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 no data0 days
Age of specimen in hours 14 hours
Serial number of delivery ticket, if available no data

Test 5 of 8

DIME Test ID: 2023-09-25-70-5
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/11/2024
Date Tested: 10/02/2023
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
Capped in accordance with? no data
Apparent mass of submerged cylinder 1 1 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) 9830 psi
Maximum load on cylinder 1 123490 lb
Maximum load on cylinder 2 125880 lb
Maximum load on cylinder 3 121425 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 1.00
Correction factor for cylinder 2 1.00
Correction factor for cylinder 3 1.00
Age of specimen 7 days
Age of specimen in hours no data0 hours
Serial number of delivery ticket, if available no data

Test 6 of 8

DIME Test ID: 2023-09-25-70-6
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/11/2024
Date Tested: 10/23/2023
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
Capped in accordance with? no data
Apparent mass of submerged cylinder 1 1 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 12.56 in^2
Cross sectional area of cylinder 2 12.56 in^2
Cross sectional area of cylinder 3 12.56 in^2
Compressive strength (to nearest 10 psi) 11440 psi
Maximum load on cylinder 1 143100 lb
Maximum load on cylinder 2 151305 lb
Maximum load on cylinder 3 136770 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 1.00
Correction factor for cylinder 2 1.00
Correction factor for cylinder 3 1.00
Age of specimen 28 days
Age of specimen in hours no data0 hours
Serial number of delivery ticket, if available no data

Test 7 of 8

DIME Test ID: 2023-09-25-70-7
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 06/11/2024
Date Tested: 09/25/2023
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 3.0 %

Test 8 of 8

DIME Test ID: 2023-09-25-70-8
Test Method: ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 06/11/2024
Date Tested: 09/25/2023
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 I Girder
Volume of the measure 0.250 ft^3
Density of concrete 150.4 lb/ft^3
Yield of concrete no data
Relative yield of the batch no data
Cement content no data
Air content no data