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Sample Record for 2018-11-10-2

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

Project Information

Project ID: 212573 DEA: 010B5504 EFIS: 0112000137 QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-162-16.2
Work Description: RECONSTRUCT ROADWAY, CONSTRUCT SOLDIER PILE AND TIEBACK WALL
Location Description: MENDOCINO COUNTY ON ROUTE 162 1 MILE EAST OF MIDDLE FORK EEL RIVER BRIDGE
Contractor Name: MERCER FRASER COMPANY
Contractor Address: 77 W. 2nd st, Eureka, CA 95501
Resident Engineer: Munes Nash Structure Rep.: Cinkutis, Brian

Sample Information

DIME Sample ID: 2018-11-10-2
TL Number from the TL Form: C694524
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: 11/10/2018
Date that the sample was received by the laboratory/organization performing the testing: 11/28/2018
The quantity of what the sample constitutes: 4
A brief description of the sample: Coupler
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: BarSplice CMC

Material Information

Production or Authorization Testing: Authorization Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Nucor
Coupler Manufacturer: BarSplice
Intermediate Assembler or Fabricator: Unknown
Rebar Size: 6
Coupler Model: Griptwist
Coating Standards: ASTM A775 epoxy
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): A177056, 177527
Rebar Heat Number(s): PL17109115
Rebar Size 2 :

Test Results

Test 1 of 3

DIME Test ID: 2018-11-10-2-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 11/30/2018
Date Tested: 11/29/2018
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: Bar Broke, Ok Necking
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
11#6/19mm0.440.001648177109490Bar Broke, Ok NeckingBrian
Temperature 72 F
UTM 400KIP
Halo ID Small

Test 2 of 3

DIME Test ID: 2018-11-10-2-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 11/30/2018
Date Tested: 11/29/2018
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: Bar Broke, Ok Necking
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
21#6/19mm0.44047742108510Bar Broke, Ok NeckingBrian
Temperature 72 F
UTM 400KIP
Halo ID Small

Test 3 of 3

DIME Test ID: 2018-11-10-2-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 11/30/2018
Date Tested: 11/29/2018
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: Bar Broke, Ok Necking
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
31#6/19mm0.44049159111730Bar Broke, Ok NeckingBrian
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.