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Sample Record for 2021-02-18-3

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Project Information

Project ID: 214655 DEA: 030H3304 EFIS: 0315000145 QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT,TEH-99-13.3/19.5,45.9,0.0/0.2
Work Description: REPLACE BRIDGE RAILS AND WIDEN BRIDGE.
Location Description: BUTTE COUNTY NEAR CHICO FROM 0.1 MILE NORTH OF RICHVALE EAST ROAD TO 1.6 MILES NORTH OF BROYLES ROAD
Contractor Name: BRIDGEWAY CIVIL CONSTRUCTORS, INC.
Contractor Address: 4950 Allison Parkway, # A, Vacaville, CA 95688
Resident Engineer: Ryan Johnson Structure Rep.: Ralston, James

Sample Information

DIME Sample ID: 2021-02-18-3
TL Number from the TL Form:
Sample Submitted By Organization: CT QASI - Sacramento Field Laboratory
Sample Organization Contact: (916) 227-7263
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 02/18/2021
Date that the sample was received by the laboratory/organization performing the testing: 02/18/2021
The quantity of what the sample constitutes: 100
A brief description of the sample: #10 Barsplice Grip Twist Couplers Lot 1A and Lot 1B
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Camblin Steel Service

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: CMC
Coupler Manufacturer: Bar Splice
Intermediate Assembler or Fabricator: Fabricator
Rebar Size: #10
Coupler Model: Grip Twist Couplers
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): A201362/6O1 Male A195234/5Y1 Female
Rebar Heat Number(s): 9002040
Rebar Size 2 :

Test Results

Test 1 of 6

DIME Test ID: 2021-02-18-3-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 02/24/2021
Date Tested: 02/24/2021
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: Ok Necking
Additional Comments When Verified:
Number of Samples Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1No. 10/32mm1A-0.00341.2712317096984Ok Neckingbewing
UTM 2000kip
Temperature 72.00 f
Halo ID Small

Test 2 of 6

DIME Test ID: 2021-02-18-3-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 02/24/2021
Date Tested: 02/24/2021
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: Ok Necking
Additional Comments When Verified:
Number of Samples Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
2No. 10/32mm1A01.2712219496216Ok Neckingbewing
UTM 2000kip
Temperature 72.00 f
Halo ID

Test 3 of 6

DIME Test ID: 2021-02-18-3-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 02/24/2021
Date Tested: 02/24/2021
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: Ok Necking
Additional Comments When Verified:
Number of Samples Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
3No. 10/32mm1A01.2712248996448Ok Neckingbewing
UTM 2000kip
Temperature 72.00 f
Halo ID

Test 4 of 6

DIME Test ID: 2021-02-18-3-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 02/24/2021
Date Tested: 02/24/2021
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: Ok Necking
Additional Comments When Verified:
Number of Samples Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1No. 10/32mm1B0.00381.2712257896518Ok Neckingbewing
UTM 2000kip
Temperature 72.00 f
Halo ID Small

Test 5 of 6

DIME Test ID: 2021-02-18-3-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 02/24/2021
Date Tested: 02/24/2021
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: Ok Necking
Additional Comments When Verified:
Number of Samples Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
2No. 10/32mm1B01.2712260496539Ok Neckingbewing
UTM 2000kip
Temperature 72.00 f
Halo ID

Test 6 of 6

DIME Test ID: 2021-02-18-3-7
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 02/24/2021
Date Tested: 02/24/2021
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: Ok Necking
Additional Comments When Verified:
Number of Samples Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
3No. 10/32mm1B01.2712239096370Ok Neckingbewing
UTM 2000kip
Temperature 72.00 f
Halo ID

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.