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Sample Record for 2021-11-05-11

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Project Information

Project ID: 215753 DEA: 050N72U4 EFIS: 0520000169 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-4.4/R7.7
Work Description: Please cc Office Engineer Ni Nyoman Paul on reports sent to RE and SR. Construct High Occupancy Vehicle (HOV) lanes on U.S. Route 101 and rehabilitation - Segment 4B.
Location Description: 101 freeway in Summerland, CA
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 5335 Debbie Road, Santa Barbara, CA 93111
Resident Engineer: Tristan Gebhart Structure Rep.: Emiliano Berntsen

Sample Information

DIME Sample ID: 2021-11-05-11
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: 11/05/2021
Date that the sample was received by the laboratory/organization performing the testing: 11/08/2021
The quantity of what the sample constitutes: One box girder
A brief description of the sample: PCC
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name: Arroyo Paredon Bridge
The fabricator/manufacturer/facility name: Con-Fab California, LLC

Material Information

The concrete mix design number: SCC-S95-0F
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 1916
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Back of truck chute
Where the material sample would have been placed if not sampled: box girder
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 6

DIME Test ID: 2021-11-05-11-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 11/10/2021
Date Tested: 11/05/2021
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 81 F

Test 2 of 6

DIME Test ID: 2021-11-05-11-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 11/10/2021
Date Tested: 11/05/2021
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 26.5 inch

Test 3 of 6

DIME Test ID: 2021-11-05-11-3
Test Method: ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 11/10/2021
Date Tested: 11/05/2021
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 Box Girder
Volume of the measure 0.25 ft^3
Density of concrete 150.9 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 6

DIME Test ID: 2021-11-05-11-4
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 11/10/2021
Date Tested: 11/05/2021
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 1.6 %

Test 5 of 6

DIME Test ID: 2021-11-05-11-5
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/10/2021
Date Tested: 11/08/2021
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) 8550 psi
Maximum load on cylinder 1 240920 lb
Maximum load on cylinder 2 242725 lb
Type of fracture pattern of cylinder 1 3
Type of fracture pattern of cylinder 2 2
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 2 days
Age of specimen in hours 14 hours
Serial number of delivery ticket, if available no data

Test 6 of 6

DIME Test ID: 2021-11-05-11-6
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/07/2022
Date Tested: 11/12/2021
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) 8630 psi
Maximum load on cylinder 1 245760 lb
Maximum load on cylinder 2 237700 lb
Maximum load on cylinder 3 248415 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 2
Type of fracture pattern of cylinder 3 2
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