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Sample Record for 2021-07-21-13

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Project Information

Project ID: 215126 DEA: 010G33U4 EFIS: 0120000002 QA Service Level: 1
DIST-CO-RTE-PM: 01-LAK-20-5.1/6.3
Work Description: Widen shoulders and replace bridge with box culvert.
Location Description: LAKE COUNTY NEAR UPPER LAKE FROM 0.4 MILE WEST OF WITTER SPRINGS ROAD TO 0.4 MILE EAST OF BACHELOR CREEK BRIDGE
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: 1520 Fourth St., Berkeley, CA 94710
Resident Engineer: Katharine Perrin Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-07-21-13
TL Number from the TL Form:
Sample Submitted By Organization: CT QASI - Bay Area Field Laboratory
Sample Organization Contact: (707) 649-5453
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 07/21/2021
Date that the sample was received by the laboratory/organization performing the testing: 07/22/2021
The quantity of what the sample constitutes: 424 sets
A brief description of the sample: #4 barsplice grip-twist couplers
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name: wall
The fabricator/manufacturer/facility name: Camblin Benicia CMC Barsplice

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Service
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: CMC Steel Arizona
Coupler Manufacturer: Bar Splice Products
Intermediate Assembler or Fabricator: Camblin Steel Services Inc
Rebar Size: #4
Coupler Model: Taper Grip-Twist
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): 201646
Rebar Heat Number(s): 4107051
Rebar Size 2 : 4

Test Results

Test 1 of 3

DIME Test ID: 2021-07-21-13-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 07/22/2021
Date Tested: 07/22/2021
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
Test Result Compliance:
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. 4/13mm1-0.0010.21976998846OK Neckingfsaylor
UTM 400kip
Temperature 72.00 f
Halo ID Small

Test 2 of 3

DIME Test ID: 2021-07-21-13-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 07/22/2021
Date Tested: 07/22/2021
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
Test Result Compliance:
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. 4/13mm100.21975898791OK Neckingfsaylor
UTM 400kip
Temperature 72.00 f
Halo ID

Test 3 of 3

DIME Test ID: 2021-07-21-13-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 07/22/2021
Date Tested: 07/22/2021
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
Test Result Compliance:
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
No. 4/13mm00.21981699079OK Necking
UTM 400kip
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.