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Sample Record for 2025-10-27-6

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Project Information

Project ID: 1000511 DEA: 06487404 EFIS: 0616000029 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-35.8/37.1
Work Description: REPLACE BRIDGE STRUCTURES AND CONSTRUCT ROUNDABOUTS.
Location Description: TULARE COUNTY IN AND NEAR VISALIA FROM 0.6 MILE SOUTH OF AVENUE 280 OVERCROSSING TO 0.7 MILE NORTH OF AVENUE 280 OVERCROSSING
Contractor Name: Granite Construction Company (Karen Cervantes)
Contractor Address: 2716 Granite Court, Fresno, CA 93706
Resident Engineer: Amir Zamanian Structure Rep.: Luis Guzman

Sample Information

DIME Sample ID: 2025-10-27-6
TL Number from the TL Form:
Sample Submitted By Organization: Con-Fab California Corporation - Lathrop
Sample Organization Contact: (209) 249-4700
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 10/27/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/27/2025
The quantity of what the sample constitutes: 1 cubic foot
A brief description of the sample: 1 cubic foot
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: ConFab Lathrop

Material Information

The concrete mix design number: VER98LV
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 13254
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Bed 7, 3rd Truck
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: 2025-10-27-6-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 11/10/2025
Date Tested: 10/27/2025
Submitted By Organization: Con-Fab California Corporation - Lathrop
Organization Address: 1910 Lathrop Road,
Organization City: Lathrop
Organization State: CA
Organization Zipcode: 95330
Organization Email: dannyc@confabca.com
Organization Phone: (209) 249-4717
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Temperature 71 F

Test 2 of 7

DIME Test ID: 2025-10-27-6-2
Test Method: ASTM C1611-21: Standard Test Method for Slump Flow of Self-Consolidating Concrete
Verified Date: 11/10/2025
Date Tested: 10/27/2025
Submitted By Organization: Con-Fab California Corporation - Lathrop
Organization Address: 1910 Lathrop Road,
Organization City: Lathrop
Organization State: CA
Organization Zipcode: 95330
Organization Email: dannyc@confabca.com
Organization Phone: (209) 249-4717
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What unit system is used for measurements? inches
Slump Flow 26 in
Filling the mold procedure Filling Procedure B (Inverted Mold)
Diameter 1 26 in
Diameter 2 26 in
Visual Stability Index no data0

Test 3 of 7

DIME Test ID: 2025-10-27-6-3
Test Method: ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 11/10/2025
Date Tested: 10/27/2025
Submitted By Organization: Con-Fab California Corporation - Lathrop
Organization Address: 1910 Lathrop Road,
Organization City: Lathrop
Organization State: CA
Organization Zipcode: 95330
Organization Email: dannyc@confabca.com
Organization Phone: (209) 249-4717
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Identification of concrete represented by the sample Bed 7, 3rd Truck
Volume of the measure 0.25 ft^3
Density of concrete 150.66 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: 2025-10-27-6-4
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 11/10/2025
Date Tested: 10/27/2025
Submitted By Organization: Con-Fab California Corporation - Lathrop
Organization Address: 1910 Lathrop Road,
Organization City: Lathrop
Organization State: CA
Organization Zipcode: 95330
Organization Email: dannyc@confabca.com
Organization Phone: (209) 249-4717
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Air content 2.7 %

Test 5 of 7

DIME Test ID: 2025-10-27-6-5
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/10/2025
Date Tested: 10/28/2025
Submitted By Organization: Con-Fab California Corporation - Lathrop
Organization Address: 1910 Lathrop Road,
Organization City: Lathrop
Organization State: CA
Organization Zipcode: 95330
Organization Email: dannyc@confabca.com
Organization Phone: (209) 249-4717
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 C39 - Ground End
Apparent mass of submerged cylinder 1 8.27 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) 7010 psi
Maximum load on cylinder 1 85590 lb
Maximum load on cylinder 2 88302 lb
Maximum load on cylinder 3 90245 lb
Type of fracture pattern of cylinder 1 4
Type of fracture pattern of cylinder 2 4
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
Correction factor for cylinder 2 1
Correction factor for cylinder 3 1
Age of specimen 1 days
Age of specimen in hours no data0 hours
Serial number of delivery ticket, if available no data

Test 6 of 7

DIME Test ID: 2025-10-27-6-6
Test Method: CTM TEMP1-16: Test Method for Monitoring Precast Concrete Curing Temperature (Curing temperature)
Verified Date: 11/10/2025
Date Tested: 10/27/2025
Submitted By Organization: Con-Fab California Corporation - Lathrop
Organization Address: 1910 Lathrop Road,
Organization City: Lathrop
Organization State: CA
Organization Zipcode: 95330
Organization Email: dannyc@confabca.com
Organization Phone: (209) 249-4717
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Precast Maximum Curing Temperature 144 °F

Test 7 of 7

DIME Test ID: 2025-10-27-6-7
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/25/2025
Date Tested: 11/24/2025
Submitted By Organization: Con-Fab California Corporation - Lathrop
Organization Address: 1910 Lathrop Road,
Organization City: Lathrop
Organization State: CA
Organization Zipcode: 95330
Organization Email: dannyc@confabca.com
Organization Phone: (209) 249-4717
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 C39 - Ground End
Apparent mass of submerged cylinder 1 8.27 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) 10450 psi
Maximum load on cylinder 1 132862 lb
Maximum load on cylinder 2 130470 lb
Maximum load on cylinder 3 130839 lb
Type of fracture pattern of cylinder 1 5
Type of fracture pattern of cylinder 2 4
Type of fracture pattern of cylinder 3 4
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 28 days
Age of specimen in hours no data0 hours
Serial number of delivery ticket, if available no data