Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001028 DEA: 07317804 EFIS: 0715000274 COOP: 075065
QA Service Level: 2
DIST-CO-RTE-PM: 07-VEN-34-6.3
Work Description: Construct grade separation structure and connector ramps
Location Description: SR34 and Rice Avenue, Oxnard
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Azizollah Maghsoudloo
DIME Sample ID: 2025-08-26-7
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: 08/26/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/26/2025
The quantity of what the sample constitutes: 31.5 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: Rice Avenue OH
The fabricator/manufacturer/facility name: Con-Fab California, LLC - Shafter
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: 6367
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.:
DIME Test ID: 2025-08-26-7-1
Test Method: ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 08/26/2025
Date Tested: 08/26/2025
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
|
CAWF 60 inch Girder
|
|
Volume of the measure
|
0.25 ft^3
|
|
Density of concrete
|
154.2 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
|
no data
|
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Cement content
|
no data
|
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Air content
|
no data
|
DIME Test ID: 2025-08-26-7-2
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 08/26/2025
Date Tested: 08/26/2025
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:
DIME Test ID: 2025-08-26-7-3
Test Method: ASTM C1611-21: Standard Test Method for Slump Flow of Self-Consolidating Concrete
Verified Date: 08/26/2025
Date Tested: 08/26/2025
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?
|
inches
|
|
Slump Flow
|
22 in
|
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Filling the mold procedure
|
Filling Procedure B (Inverted Mold)
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Diameter 1
|
21.5 in
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Diameter 2
|
23 in
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Visual Stability Index
|
no data0
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DIME Test ID: 2025-08-26-7-4
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 08/26/2025
Date Tested: 08/26/2025
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:
DIME Test ID: 2025-08-26-7-5
Test Method: CTM TEMP1-16: Test Method for Monitoring Precast Concrete Curing Temperature (Curing temperature)
Verified Date: 09/04/2025
Date Tested: 08/26/2025
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
|
151 °F
|
DIME Test ID: 2025-08-26-7-6
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/15/2025
Date Tested: 08/27/2025
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?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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|
Apparent mass of submerged cylinder 1
|
8.8 lb
|
|
Average diameter of cylinder 1
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4.00 in
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Average diameter of cylinder 2
|
4.00 in
|
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Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
|
12.56 in^2
|
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Cross sectional area of cylinder 3
|
12.55 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5210 psi
|
|
Maximum load on cylinder 1
|
64195 lb
|
|
Maximum load on cylinder 2
|
62480 lb
|
|
Maximum load on cylinder 3
|
69530 lb
|
|
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
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
|
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Age of specimen
|
no data0 days
|
|
Age of specimen in hours
|
16 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
DIME Test ID: 2025-08-26-7-7
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/15/2025
Date Tested: 09/03/2025
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
|
8.8 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
|
12.57 in^2
|
|
Cross sectional area of cylinder 3
|
12.56 in^2
|
|
Compressive strength (to nearest 10 psi)
|
7260 psi
|
|
Maximum load on cylinder 1
|
92415 lb
|
|
Maximum load on cylinder 2
|
87970 lb
|
|
Maximum load on cylinder 3
|
93035 lb
|
|
Type of fracture pattern of cylinder 1
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3
|
|
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
|
8 days
|
|
Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
DIME Test ID: 2025-08-26-7-8
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/09/2025
Date Tested: 09/23/2025
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
|
9 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)
|
8170 psi
|
|
Maximum load on cylinder 1
|
106980 lb
|
|
Maximum load on cylinder 2
|
103590 lb
|
|
Maximum load on cylinder 3
|
97070 lb
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
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
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|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
