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Sample Record for 2020-07-09-4

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 212304 DEA: 021C7504 EFIS: 0200000080 QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-70-14.9
Work Description: CONCRETE BRIDGE, RETAINING WALLS, HMA, DRAINAGE AND GUARDRAIL.
Location Description: PLUMAS COUNTY NEAR BELDEN AT YELLOW CREEK BRIDGE 09-0008
Contractor Name: STEWART ENGINEERING INC
Contractor Address: PO Box 990010, Redding, CA 96099-0010
Resident Engineer: John Yolton Structure Rep.: Keene, Bryan

Sample Information

DIME Sample ID: 2020-07-09-4
TL Number from the TL Form: 709428
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (916) 227-7253
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 07/09/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/09/2020
The quantity of what the sample constitutes: 30
A brief description of the sample: #11 BarSplice Griptwist
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Camblin Steel

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Cascade Steel
Coupler Manufacturer: BarSplice
Intermediate Assembler or Fabricator: Unknown
Rebar Size: #11
Coupler Model: Griptwist
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): A195823 A201361
Rebar Heat Number(s): 454519
Rebar Size 2 :

Test Results

Test 1 of 3

DIME Test ID: 2020-07-09-4-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 07/13/2020
Date Tested: 07/09/2020
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. 11/36mm1-0.00241.5615043496432Ok Neckingbewing
UTM 2000kip
Temperature 72.00 f
Halo ID Large

Test 2 of 3

DIME Test ID: 2020-07-09-4-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 07/13/2020
Date Tested: 07/09/2020
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. 11/36mm101.5615079196661Ok Neckingbewing
UTM 2000kip
Temperature 72.00 f
Halo ID

Test 3 of 3

DIME Test ID: 2020-07-09-4-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 07/13/2020
Date Tested: 07/09/2020
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. 11/36mm101.5615024596311Ok 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.