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Sample Record for 2021-09-07-10

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Project Information

Project ID: 212252 DEA: 033F5604 EFIS: 0313000033 QA Service Level: 1
DIST-CO-RTE-PM: 03-SUT,YUB-20-17.0/17.1,0.0/0.4
Work Description: INSTALL CAST-IN-STEEL SHELL CONCRETE PILE.
Location Description: SUTTER AND YUBA COUNTIES IN YUBA CITY AND MARYSVILLE AT THE FEATHER RIVER BRIDGE AND OVERHEAD
Contractor Name: CALIFORNIA ENGINEERING CONTRACTORS, INC.
Contractor Address: 20 HAPPY VALLEY ROAD, PLEASANTON CA 94566
Resident Engineer: Selvendran Manoharan Structure Rep.: Brent Bullard

Sample Information

DIME Sample ID: 2021-09-07-10
TL Number from the TL Form:
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: 09/07/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/08/2021
The quantity of what the sample constitutes: 150 Couplers
A brief description of the sample: Zap Screwlock Type 2 Couplers
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: C and N Reinforcing

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Service
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Nucor
Coupler Manufacturer: BarSplice
Intermediate Assembler or Fabricator:
Rebar Size: #9
Coupler Model: Zap Screwlok Type 2
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): MM20104041
Rebar Heat Number(s): 3500017706
Rebar Size 2 :
Coupler Unique ID:

Test Results

Test 1 of 3

DIME Test ID: 2021-09-07-10-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 09/09/2021
Date Tested: 09/09/2021
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: Service Splice
Test Result Compliance:
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. 9/29mm1-0.001919790397903Service Splicefsaylor
UTM 400kip
Temperature 72.00 f
Halo ID Large

Test 2 of 3

DIME Test ID: 2021-09-07-10-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 09/09/2021
Date Tested: 09/09/2021
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: Service Splice
Test Result Compliance:
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. 9/29mm1019794397943Service Splicefsaylor
UTM 400kip
Temperature 72.00 f
Halo ID

Test 3 of 3

DIME Test ID: 2021-09-07-10-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 09/09/2021
Date Tested: 09/09/2021
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: Service Splice
Test Result Compliance:
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. 9/29mm1019772897728Service Splicefsaylor
UTM 400kip
Temperature 72.00 f
Halo ID