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Sample Record for 2018-09-10-2

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Project Information

Project ID: 213133 DEA: 021H9404 EFIS: 0216000158 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-5,273-R52.1,17.1
Work Description: BRIDGE JOINT SEALS AND STRUCTURAL CONCRETE.
Location Description: SHASTA COUNTY ON ROUTE 5 AT SACRAMENTO RIVER BRIDGE OVERHEAD AND ON ROUTE 273 AT SACRAMENTO RIVER BRIDGE
Contractor Name: Golden State Bridge, Inc
Contractor Address: 3701 Mallard Dr., Benicia, CA 94510
Resident Engineer: Nathan Alexander Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2018-09-10-2
TL Number from the TL Form: C287084
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: 09/10/2018
Date that the sample was received by the laboratory/organization performing the testing: 09/11/2018
The quantity of what the sample constitutes: 4
A brief description of the sample: Bar Lock Couplers
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Nucor Dayton Superior

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: Dayton Superior
Intermediate Assembler or Fabricator: Unknown
Rebar Size: 5
Coupler Model: Bar Lock
Coating Standards: ASTM A775 epoxy
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): A150815
Rebar Heat Number(s): 3500000194
Rebar Size 2 :

Test Results

Test 1 of 4

DIME Test ID: 2018-09-10-2-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 09/12/2018
Date Tested: 09/11/2018
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: 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#5/16mm0.310.0052846591823Service SpliceBrian
Temperature 72 F
UTM 400KIP
Halo ID Small

Test 2 of 4

DIME Test ID: 2018-09-10-2-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 09/12/2018
Date Tested: 09/11/2018
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: 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#5/16mm0.3102389277071Service SpliceBrian
Temperature 72 F
UTM 400KIP
Halo ID Small

Test 3 of 4

DIME Test ID: 2018-09-10-2-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 09/12/2018
Date Tested: 09/11/2018
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: 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#5/16mm0.3102933594629Service SpliceBrian
Temperature 72 F
UTM 400KIP
Halo ID Small

Test 4 of 4

DIME Test ID: 2018-09-10-2-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 09/12/2018
Date Tested: 09/11/2018
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: 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
4C01#5/16mm0.3102942594919Service SpliceBrian
Temperature 72 F
UTM 400KIP
Halo ID Small

Tests Assigned to this Sample

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