Print Report | Back to Sample Detail

Sample Record for 2017-10-24-7

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

Project Information

Project ID: 209384 DEA: 04264094 EFIS: 0400000735 COOP: 042531 QA Service Level: 1
DIST-CO-RTE-PM: 04-,SON--
Work Description:
Location Description:
Contractor Name: GHILOTTI BROS / RM HARRIS JV
Contractor Address: 525 Jacoby Street, San Rafael, CA 94901
Resident Engineer: Richard Duncan Structure Rep.: Brian Beaudoin

Sample Information

DIME Sample ID: 2017-10-24-7
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT SC Sub-unit 3672-105
Sample Organization Contact:
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 10/24/2017
Date that the sample was received by the laboratory/organization performing the testing: 10/27/2017
The quantity of what the sample constitutes: 150
A brief description of the sample: 11 rebar with Bartec Coupler
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Harris Salinas Rebar

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Nucor Steel
Coupler Manufacturer: Dextra America
Intermediate Assembler or Fabricator: Harris Salinas Rebar
Rebar Size: 11
Coupler Model: 11 Bartec Coupler
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): DL14108042
Rebar Heat Number(s): SE16104405
Rebar Size 2 :

Test Results

Test 1 of 3

DIME Test ID: 2017-10-24-7-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 10/31/2017
Date Tested: 10/30/2017
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: necking okay
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
11#11/36mm1.56-0.00414363792075necking okayFred
Temperature 72 F
UTM 2000KIP
Halo ID Big

Test 2 of 3

DIME Test ID: 2017-10-24-7-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 10/31/2017
Date Tested: 10/30/2017
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: necking okay
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
21#11/36mm1.56014366692094necking okayFred
Temperature 72 F
UTM 2000KIP
Halo ID Big

Test 3 of 3

DIME Test ID: 2017-10-24-7-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 10/31/2017
Date Tested: 10/30/2017
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: necking okay
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
31#11/36mm1.56014774794710necking okayFred
Temperature 72 F
UTM 2000KIP
Halo ID Big

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2017-10-24-7-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)10/25/2017Not scheduled MELVIN DUMLAOCT HQ - Sacramento Structural Materials Testing LaboratoryTest per service splice requirement from Std. Plans Section 52-2.06(C) & prequalification for Marcos Perez & Sergio Perez