Print Report | Back to Sample Detail

Sample Record for 2018-06-11-8

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

Project Information

Project ID: 212706 DEA: 051J4004 EFIS: 0517000095 QA Service Level: 1
DIST-CO-RTE-PM: 05-SCR,SCR-9-11.0, 11.00
Work Description: Repair Slipout damage by constructing sidehill viaduct
Location Description:
Contractor Name: Gordon N. Ball
Contractor Address: 333 Camille Ave, Alamo, CA 94507
Resident Engineer: Ann Meyer Structure Rep.: Ken Nowak

Sample Information

DIME Sample ID: 2018-06-11-8
TL Number from the TL Form: NA
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 06/11/2018
Date that the sample was received by the laboratory/organization performing the testing: 06/15/2018
The quantity of what the sample constitutes: 8
A brief description of the sample: Couplers
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dextra America Nucor

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: Dextra America
Intermediate Assembler or Fabricator: Unknown
Rebar Size: 8, 9
Coupler Model: NA
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): 4329,3801, 3715
Rebar Heat Number(s): Pl17110058, SE17101154
Rebar Size 2 :
Coupler Unique ID:

Test Results

Test 1 of 6

DIME Test ID: 2018-06-11-8-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 06/18/2018
Date Tested: 06/18/2018
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: Ok Necking
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#8/25mm0.79-0.00097218091367Ok NeckingBrian
Temperature 72 F
UTM 400KIP
Halo ID Small

Test 2 of 6

DIME Test ID: 2018-06-11-8-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 06/18/2018
Date Tested: 06/18/2018
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: Ok Necking
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#8/25mm0.7907458694413Ok NeckingBrian
Temperature 72 F
UTM 400KIP
Halo ID Small

Test 3 of 6

DIME Test ID: 2018-06-11-8-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 06/18/2018
Date Tested: 06/18/2018
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: Ok Necking
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#8/25mm0.7907440994189Ok NeckingBrian
Temperature 72 F
UTM 400KIP
Halo ID Small

Test 4 of 6

DIME Test ID: 2018-06-11-8-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 06/18/2018
Date Tested: 06/18/2018
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: Ok Necking
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#9/29mm1-0.00099096690966Ok NeckingBrian
Temperature 72 F
UTM 400KIP
Halo ID Small

Test 5 of 6

DIME Test ID: 2018-06-11-8-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 06/18/2018
Date Tested: 06/18/2018
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: Ok Necking
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#9/29mm109418094180Ok NeckingBrian
Temperature 72 F
UTM 400KIP
Halo ID Small

Test 6 of 6

DIME Test ID: 2018-06-11-8-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 06/18/2018
Date Tested: 06/18/2018
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: Ok Necking
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#9/29mm109160491604Ok NeckingBrian
Temperature 72 F
UTM 400KIP
Halo ID Small