Sample Record for 2025-11-18-34
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000510 DEA: 060W79U4 EFIS: 0622000189
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER,TUL-99-56.4/57.6,0.0/13.5
Work Description: RDWY EXC, HMA, AGGREGATE BASE, CRCP, SIGN STR, AND STR EXC.
Location Description: KERN AND TULARE COUNTIES IN AND NEAR DELANO FROM 0.2 MILE SOUTH OF CECIL AVENUE OVERCROSSING TO 0.7 MILE NORTH OF AVENUE 100 OVERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 2915 Fairhaven Drive, Bakersfield, CA 93308
Resident Engineer: Jake Garcia Structure Rep.: Raman Guraya
Sample Information
DIME Sample ID: 2025-11-18-34
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: 11/18/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/18/2025
The quantity of what the sample constitutes: 12 CY
A brief description of the sample: T-II/V Cement
From where was the sample collected: Fabricator
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: SCC-S8.5-0FG
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 6685
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 7
DIME Test ID: 2025-11-18-34-1
Test Method: ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 11/19/2025
Date Tested: 11/18/2025
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: benjamina@confabca.com
Organization Phone: (661) 630-3283
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Identification of concrete represented by the sample
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CAWF 60 inch Girder
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Volume of the measure
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0.25 ft^3
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Density of concrete
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154.8 lb/ft^3
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Yield of concrete
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no data
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Relative yield of the batch
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no data
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Cement content
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no data
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Air content
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no data
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Test 2 of 7
DIME Test ID: 2025-11-18-34-2
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 11/19/2025
Date Tested: 11/18/2025
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: benjamina@confabca.com
Organization Phone: (661) 630-3283
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 3 of 7
DIME Test ID: 2025-11-18-34-3
Test Method: ASTM C1611-21: Standard Test Method for Slump Flow of Self-Consolidating Concrete
Verified Date: 11/19/2025
Date Tested: 11/18/2025
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: benjamina@confabca.com
Organization Phone: (661) 630-3283
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
What unit system is used for measurements?
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inches
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Slump Flow
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23 in
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Filling the mold procedure
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Filling Procedure B (Inverted Mold)
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Diameter 1
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23.5 in
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Diameter 2
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22.5 in
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Visual Stability Index
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no data0
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Test 4 of 7
DIME Test ID: 2025-11-18-34-4
Test Method: CTM TEMP1-16: Test Method for Monitoring Precast Concrete Curing Temperature (Curing temperature)
Verified Date: 11/19/2025
Date Tested: 11/18/2025
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: benjamina@confabca.com
Organization Phone: (661) 630-3283
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Precast Maximum Curing Temperature
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75 °F
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Test 5 of 7
DIME Test ID: 2025-11-18-34-5
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 11/19/2025
Date Tested: 11/18/2025
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: benjamina@confabca.com
Organization Phone: (661) 630-3283
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 6 of 7
DIME Test ID: 2025-11-18-34-6
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/20/2025
Date Tested: 11/19/2025
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: benjamina@confabca.com
Organization Phone: (661) 630-3283
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
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|
Number of specimens
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3
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Test performed
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With no density determined
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Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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Apparent mass of submerged cylinder 1
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9 lb
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Average diameter of cylinder 1
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4.00 in
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Average diameter of cylinder 2
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4.00 in
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Average diameter of cylinder 3
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4.01 in
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Cross sectional area of cylinder 1
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12.54 in^2
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Cross sectional area of cylinder 2
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12.56 in^2
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Cross sectional area of cylinder 3
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12.56 in^2
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Compressive strength (to nearest 10 psi)
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3600 psi
|
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Maximum load on cylinder 1
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44400 lb
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Maximum load on cylinder 2
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46720 lb
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Maximum load on cylinder 3
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44330 lb
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Type of fracture pattern of cylinder 1
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3
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Type of fracture pattern of cylinder 2
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3
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Type of fracture pattern of cylinder 3
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3
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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1
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Correction factor for cylinder 3
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1
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Age of specimen
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no data0 days
|
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Age of specimen in hours
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16 hours
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Serial number of delivery ticket, if available
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no data
|
Test 7 of 7
DIME Test ID: 2025-11-18-34-7
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/12/2025
Date Tested: 11/25/2025
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: benjamina@confabca.com
Organization Phone: (661) 630-3283
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 C1231 - Unbonded Elastomeric Pad Cap
|
|
Apparent mass of submerged cylinder 1
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9 lb
|
|
Average diameter of cylinder 1
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4.00 in
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Average diameter of cylinder 2
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4.00 in
|
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Average diameter of cylinder 3
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4.01 in
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Cross sectional area of cylinder 1
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12.55 in^2
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Cross sectional area of cylinder 2
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12.57 in^2
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Cross sectional area of cylinder 3
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12.56 in^2
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Compressive strength (to nearest 10 psi)
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10210 psi
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Maximum load on cylinder 1
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123540 lb
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Maximum load on cylinder 2
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132940 lb
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Maximum load on cylinder 3
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128400 lb
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Type of fracture pattern of cylinder 1
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3
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Type of fracture pattern of cylinder 2
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3
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Type of fracture pattern of cylinder 3
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3
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
|
|
Correction factor for cylinder 1
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1
|
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Correction factor for cylinder 2
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1
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Correction factor for cylinder 3
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1
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Age of specimen
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7 days
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Age of specimen in hours
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no data0 hours
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Serial number of delivery ticket, if available
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no data
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