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Sample Record for 2022-03-08-10

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Project Information

Project ID: 215188 DEA: 080F5434 EFIS: 0817000239 Permit Numbers: 0823NMC0369 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-I-15,SR-91-6.1-7.6
Work Description: I-15 ELC: 15/91 Express Lanes Connector Project (ELC)
Location Description: Junction of I-15 and SR-91 in Corona, CA
Contractor Name: Myers-Rados Joint Venture
Contractor Address: 629 N. Main Street, Suite C3, Corona, CA 92878
Resident Engineer: Roy Fisher Structure Rep.: Alhakem Alina

Sample Information

DIME Sample ID: 2022-03-08-10
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: 03/08/2022
Date that the sample was received by the laboratory/organization performing the testing: 03/09/2022
The quantity of what the sample constitutes: One girder
A brief description of the sample: PCC
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name: SR 91 Temescale Wash OH
The fabricator/manufacturer/facility name: Con-Fab California, LLC

Material Information

The concrete mix design number: SCC-S98-0F
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 2271
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Back of the concrete 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: 2022-03-08-10-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 03/11/2022
Date Tested: 03/08/2022
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 73 F

Test 2 of 7

DIME Test ID: 2022-03-08-10-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 03/11/2022
Date Tested: 03/08/2022
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 26 inch

Test 3 of 7

DIME Test ID: 2022-03-08-10-3
Test Method: ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 03/11/2022
Date Tested: 03/08/2022
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 Girder
Volume of the measure 0.25 ft^3
Density of concrete 150.9 lb/ft^3
Yield of concrete 6.2 yd^3
Relative yield of the batch 1.01
Cement content 0.28 lb/yd^3
Air content 1.8 %

Test 4 of 7

DIME Test ID: 2022-03-08-10-4
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 03/11/2022
Date Tested: 03/08/2022
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 1.8 %

Test 5 of 7

DIME Test ID: 2022-03-08-10-5
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/11/2022
Date Tested: 03/09/2022
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 2
Test performed With no density determined
Apparent mass of submerged cylinder 1 29.29 lb
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 6700 psi
Maximum load on cylinder 1 82765 lb
Maximum load on cylinder 2 85735 lb
Type of fracture pattern of cylinder 1 5
Type of fracture pattern of cylinder 2 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
Age of specimen 0 days
Age of specimen in hours 17 hours
Serial number of delivery ticket, if available no data

Test 6 of 7

DIME Test ID: 2022-03-08-10-6
Test Method: CTM TEMP1-16: Test Method for Monitoring Precast Concrete Curing Temperature (Curing temperature)
Verified Date: 03/11/2022
Date Tested: 03/08/2022
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 135.5 °F

Test 7 of 7

DIME Test ID: 2022-03-08-10-7
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/24/2022
Date Tested: 03/15/2022
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
Apparent mass of submerged cylinder 1 29.29 lb
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Average diameter of cylinder 3 6.00 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Cross sectional area of cylinder 3 28.27 in^2
Compressive strength (to nearest 10 psi) 9680 psi
Maximum load on cylinder 1 120570 lb
Maximum load on cylinder 2 122290 lb
Maximum load on cylinder 3 122155 lb
Type of fracture pattern of cylinder 1 5
Type of fracture pattern of cylinder 2 5
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 7 days
Age of specimen in hours 0 hours
Serial number of delivery ticket, if available no data