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Sample Record for 2017-02-08-1

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

Project Information

Project ID: 210808 DEA: 020E0904 EFIS: 0200000016 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-5-R29.3/R31.1,R45.0/R45.8
Work Description: REPLACE BRIDGE, REALIGN ROADWAY AND SEISMIC RETROFIT
Location Description: IN SHASTA COUNTY ABT 8 MI N OF SHASTA LAKE CTY AND NEAR LAKEHEAD FRM TURNTABLE BAY O/C TO 0.1 MI N OF O'BRIEN SRRA & FRM 0.4 MI S TO 0.3 MI N OF DOG CREEK BRIDGE.
Contractor Name: GOLDEN STATE BRIDGE, INC.
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Nathan Alexander Structure Rep.: Brace, Christopher S 'Chris'

Sample Information

DIME Sample ID: 2017-02-08-1
TL Number from the TL Form: C704031
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: 02/08/2017
Date that the sample was received by the laboratory/organization performing the testing: 02/08/2017
The quantity of what the sample constitutes: 2
A brief description of the sample: Stainless Steel
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Contractor Materials Company

Material Information

Production or Authorization Testing: Authorization Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: North American Stainless
Coupler Manufacturer: North American Stainless
Intermediate Assembler or Fabricator: Unknown
Rebar Size: #8
Coupler Model: Threaded stainless Coupler
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): M9P1
Rebar Heat Number(s): Y1E0
Rebar Size 2 :

Test Results

Test 1 of 2

DIME Test ID: 2017-02-08-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 02/22/2017
Date Tested: 02/10/2017
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: Pull out of 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
110000#8/25mm Stainless steel1-0.00580.7982939104990Pull out of CouplerFred
UTM 400KIP
Temperature 72 F
Halo ID Small

Test 2 of 2

DIME Test ID: 2017-02-08-1-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 02/22/2017
Date Tested: 02/10/2017
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: Pull out of 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
210000#8/25mm Stainless steel100.7982911104950Pull out of couplerFred
UTM 400KIP
Temperature 72 F
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.