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Testing Report for 2020-01-18-3-2

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

Project Information

DEA: 024F8604
EFIS: 0213000043
Project ID: 212245
QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-36-26.7/27.1
Work Description: ROADWAY REALIGNMENT AND NEW BRIDGE CONSTRUCTION
Location Description: TRINITY COUNTY ABOUT 9 MILES EAST OF FOREST GLEN FROM 0.6 MILE WEST TO 0.1 MILE WEST OF ROUTE 3
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Joel Gasik
Structure Rep.: Michael D Sears

Sample Information

DIME Sample ID: 2020-01-18-3
TL Number from the TL Form: C691795
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: 1/18/2020
Date that the sample was received by the laboratory/organization performing the testing: 4/17/2020
The quantity of what the sample constitutes: 4
A brief description of the sample: Lenton Couplers
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Nucor

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: Lenton
Intermediate Assembler or Fabricator: Unknown
Rebar Size: #11
Coupler Model: Lenton Formsaver
Coating Standards: ASTM A775 epoxy
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): L9458
Rebar Heat Number(s): 1202015689, 1202009475
Rebar Size 2 :

Test Information

DIME Test ID: 2020-01-18-3-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Date Tested: 4/10/2020
Verified Date: 4/20/2020
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: Service Splice
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
2 No. 11/36mm 1 0 1.56 140947 90351 Service Splice bewing
UTM: 2000kip
Temperature: 72.00 f
Halo ID: