Print Report | Back to Sample Detail

Sample Record for 2019-09-18-5

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

Project Information

Project ID: 213569 DEA: 024F2104 EFIS: 0212000072 QA Service Level: 1
DIST-CO-RTE-PM: 02-MOD-299-0.5/1.0
Work Description: Butte and Ash Creek Bridge Replacement
Location Description: Construction of Butte Creek Bridge and Ash Creek Bridge on Route 299 at Adin
Contractor Name: WEST COAST CONTRACTORS
Contractor Address: 61050 Highway 101, Coos Bay, Oregon 97420
Resident Engineer: Mike Zdenek Structure Rep.: Ryan G Duran

Sample Information

DIME Sample ID: 2019-09-18-5
TL Number from the TL Form: C897179
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 09/18/2019
Date that the sample was received by the laboratory/organization performing the testing: 09/19/2019
The quantity of what the sample constitutes: 4
A brief description of the sample: Barsplice Griptwist coupler
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Camblin Steel Gerdau Barsplice

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Gerdau
Coupler Manufacturer: BarSplice
Intermediate Assembler or Fabricator: Unknown
Rebar Size: 11
Coupler Model: Taper Grip-Twist
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): A171480 A164063
Rebar Heat Number(s): 6503059202
Rebar Size 2 :
Coupler Unique ID:

Test Results

Test 1 of 3

DIME Test ID: 2019-09-18-5-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 09/20/2019
Date Tested: 09/20/2019
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: Bar Broke, 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. 11/36mm10.00021.56162401104103Bar Broke, Ok Neckingbewing
UTM 2000kip
Temperature 72.00 f
Halo ID Small

Test 2 of 3

DIME Test ID: 2019-09-18-5-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 09/20/2019
Date Tested: 09/20/2019
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: Bar Broke, 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. 11/36mm101.56158970101904Bar Broke, Ok Neckingbewing
UTM 2000kip
Temperature 72.00 f
Halo ID

Test 3 of 3

DIME Test ID: 2019-09-18-5-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 09/20/2019
Date Tested: 09/20/2019
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: Bar Broke, 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
3No. 11/36mm101.56158403101541Bar Broke, Ok Neckingbewing
UTM 2000kip
Temperature 72.00 f
Halo ID