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Testing Report for 2021-01-05-2-1

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

Project Information

DEA: 120K0224
EFIS: 1214000097
Project ID: 213750
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-5-14.5/17.1
Work Description: South County Improvement Project (Phase 2 - Oso/Alicia) CONST BRIDGES, RW, SW, HMA PVMT, JPCP, DRAINAGE, AND ELECT SYSTEMS.
Location Description: ORANGE COUNTY IN MISSION VIEJO AND LAGUNA HILLS FROM 0.7 MILE SOUTH OF OSO PARKWAY OVERCROSSING TO 0.3 MILE SOUTH OF ALICIA PARKWAY OVERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: John Hong
Structure Rep.: Sara Soleimani

Sample Information

DIME Sample ID: 2021-01-05-2
TL Number from the TL Form: C809402
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: 1/5/2021
Date that the sample was received by the laboratory/organization performing the testing: 1/7/2021
The quantity of what the sample constitutes: 150 Couplers
A brief description of the sample: #10 GripTwist Couplers
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Integrity Rebar

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Gerdau
Coupler Manufacturer: BarSplice
Intermediate Assembler or Fabricator:
Rebar Size: #10
Coupler Model: Griptwist
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): A201362
Rebar Heat Number(s): 65029807
Rebar Size 2 :

Test Information

DIME Test ID: 2021-01-05-2-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Date Tested: 1/7/2021
Verified Date: 1/7/2021
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: OK Necking
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Number of Samples Tested: 1
Sample Number of Cycles Size Mfg. Lot Number(s) Slip (inch) Area (sqin) Peak Load (lbf) Peak Stress (psi) Comments Tested By
1 No. 10/32mm 1 -0.0026 1.27 124009 97645 OK Necking fsaylor
UTM: 2000kip
Temperature: 72.00 f
Halo ID: Small