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Sample Record for 2018-10-08-2

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Project Information

Project ID: 213248 DEA: 042K0104 EFIS: 0416000341 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-24,80,580,880,980-VAR
Work Description: PATCH SPALLS AND REPAIR AC APPROACH.
Location Description: ALAMEDA COUNTY AT VARIOUS LOCATION
Contractor Name: Golden State Bridge
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Mian Arshad Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2018-10-08-2
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Bay Area Field Office
Sample Organization Contact: (916) 284-6784
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 10/08/2018
Date that the sample was received by the laboratory/organization performing the testing: 10/08/2018
The quantity of what the sample constitutes: 150
A brief description of the sample: Bartec Couplers
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Harris Rebar

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Service
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Nucor
Coupler Manufacturer: bartec
Intermediate Assembler or Fabricator:
Rebar Size: 6
Coupler Model: Bartec
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): DL12102191
Rebar Heat Number(s): SE1810180901
Rebar Size 2 : 6
Coupler Unique ID:

Test Results

Test 1 of 3

DIME Test ID: 2018-10-08-2-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 10/10/2018
Date Tested: 10/10/2018
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: Service Splice
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1C01#6/19mm0.44-0.00034158694514Service SpliceBrian
Temperature 72 F
UTM 400KIP
Halo ID Small

Test 2 of 3

DIME Test ID: 2018-10-08-2-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 10/10/2018
Date Tested: 10/10/2018
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: Service Splice
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
2C01#6/19mm0.4404292397552Service SpliceBrian
Temperature 72 F
UTM 400KIP
Halo ID Small

Test 3 of 3

DIME Test ID: 2018-10-08-2-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 10/10/2018
Date Tested: 10/10/2018
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: Service Splice
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
3C01#6/19mm0.4404226396052Service SpliceBrian
Temperature 72 F
UTM 400KIP
Halo ID Small