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Sample Record for 2019-08-29-16

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Project Information

Project ID: 212501 DEA: 022E4804 EFIS: 0200000586 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96,263-103.1/103.6,56.8/57.2
Work Description: BRIDGE REPLACEMENT
Location Description: SISKIYOU COUNTY ABOUT 8 MILES NORTH OF YREKA ON ROUTE 96 FROM 0.5 MILE WEST TO 0.2 MILE EAST OF ROUTE 263 AND ON ROUTE 263 FROM 0.3 MILE NORTH OF SHASTA RIVER BRIDGE #02-0014 TO ROUTE 96
Contractor Name: Golden State Bridge
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Nicole Mallory Structure Rep.: O'Sullevan, Andy

Sample Information

DIME Sample ID: 2019-08-29-16
TL Number from the TL Form: C980904
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: 08/29/2019
Date that the sample was received by the laboratory/organization performing the testing: 09/11/2019
The quantity of what the sample constitutes: 4
A brief description of the sample: HRC 500 510 Couplers
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Pacific Steel

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Nucor
Coupler Manufacturer: HRC
Intermediate Assembler or Fabricator: Unknown
Rebar Size: 14
Coupler Model: HRC 500 510
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): 74113607 73112054
Rebar Heat Number(s): 3500005965
Rebar Size 2 :

Test Results

Test 1 of 4

DIME Test ID: 2019-08-29-16-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 09/12/2019
Date Tested: 09/11/2019
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: Brittle Break at Coupler
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. 14/43mm1-0.00172.2522354399352Brittle Break at Couplerbewing
UTM 2000kip
Temperature 72.00 f
Halo ID Small

Test 2 of 4

DIME Test ID: 2019-08-29-16-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 09/12/2019
Date Tested: 09/11/2019
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: Bar Broke, 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. 14/43mm102.25225155100069Bar Broke, Ok Neckingbewing
UTM 2000kip
Temperature 72.00 f
Halo ID

Test 3 of 4

DIME Test ID: 2019-08-29-16-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 09/12/2019
Date Tested: 09/11/2019
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:
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. 14/43mm102.25225223100099bewing
UTM 2000kip
Temperature 72.00 f
Halo ID

Test 4 of 4

DIME Test ID: 2019-08-29-16-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 09/12/2019
Date Tested: 09/11/2019
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: Bar Broke, 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
4No. 14/43mm102.25226170100520Bar Broke, Ok 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.