Sample Record for 2023-03-07-25
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993446 DEA: 120J34U4 EFIS: 1218000034
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-55,55-29.6,R6.4/10.3
Work Description: CONSTR BRIDGES, RW, SW, JPCP, HMA PVMT, DRAINAGE AND ELECT SYSTEMS.
Location Description: ORANGE COUNTY IN IRVINE, SANTA ANA, AND TUSTIN ON ROUTE 5 AT NEWPORT AVENUE UNDERCROSSING AND ON ROUTE 55 FROM 0.4 MILE NORTH OF ROUTE 55/405 SEPARATION TO 0.1 MILE SOUTH OF ROUTE 5/55 SEPARATION
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 Townsgate Road, Suite 200, Westlake Village, CA 91361
Resident Engineer: Adrian Wu Structure Rep.: Yong Gyun Park
Sample Information
DIME Sample ID: 2023-03-07-25
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: 03/07/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/07/2023
The quantity of what the sample constitutes: 2 girders
A brief description of the sample: PCC 4'' x 8'' Test Cylinder
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Con-Fab California, LLC
Material Information
The concrete mix design number: SCCS850FG
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 3202
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: 2023-03-07-25-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 06/07/2024
Date Tested: 03/07/2023
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 2 of 7
DIME Test ID: 2023-03-07-25-3
Test Method: ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 06/07/2024
Date Tested: 03/07/2023
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:
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Identification of concrete represented by the sample
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Box Girders
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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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153.5 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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1.9 %
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Test 3 of 7
DIME Test ID: 2023-03-07-25-4
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 06/07/2024
Date Tested: 03/07/2023
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 4 of 7
DIME Test ID: 2023-03-07-25-5
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/07/2024
Date Tested: 03/08/2023
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:
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Unit system used?
|
US Units
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Number of specimens
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2
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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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no data
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Apparent mass of submerged cylinder 1
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1 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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Cross sectional area of cylinder 1
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12.57 in^2
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Cross sectional area of cylinder 2
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12.57 in^2
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Compressive strength (to nearest 10 psi)
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7950 psi
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Maximum load on cylinder 1
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97575 lb
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Maximum load on cylinder 2
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102090 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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5
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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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Age of specimen
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no data0 days
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Age of specimen in hours
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21 hours
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Serial number of delivery ticket, if available
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no data
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Test 5 of 7
DIME Test ID: 2023-03-07-25-6
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/07/2024
Date Tested: 03/15/2023
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?
|
no data
|
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Apparent mass of submerged cylinder 1
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1 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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4.00 in
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Cross sectional area of cylinder 1
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12.57 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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12.57 in^2
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Compressive strength (to nearest 10 psi)
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11780 psi
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Maximum load on cylinder 1
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147385 lb
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Maximum load on cylinder 2
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148120 lb
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Maximum load on cylinder 3
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148715 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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8 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
|
no data
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Test 6 of 7
DIME Test ID: 2023-03-07-25-7
Test Method: CTM TEMP1-16: Test Method for Monitoring Precast Concrete Curing Temperature (Curing temperature)
Verified Date: 06/07/2024
Date Tested: 03/07/2023
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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126 °F
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Test 7 of 7
DIME Test ID: 2023-03-07-25-8
Test Method: ASTM C1611-21: Standard Test Method for Slump Flow of Self-Consolidating Concrete
Verified Date: 06/07/2024
Date Tested: 03/07/2023
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:
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What unit system is used for measurements?
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inches
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Slump Flow
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25.5 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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25.5 in
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Diameter 2
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25.5 in
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Visual Stability Index
|
1
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