Print Report | Back to Test Summary

Testing Report for 2018-07-09-3-1

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

Project Information

DEA: 02368414
EFIS: 0215000066
Project ID: 212574
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-44-R4.6/R6.4
Work Description: CONSTRUCT OVERCROSSING, WIDEN WITH HMA AND AB, AND OVERLAY WITH HMA
Location Description: SHASTA COUNTY NEAR PALO CEDRO FROM CLOUGH CREEK BRIDGE TO 0.6 MILE WEST OF DESCHUTES ROAD UNDERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Nathan Alexander
Structure Rep.: Chaffie Eric

Sample Information

DIME Sample ID: 2018-07-09-3
TL Number from the TL Form: C733276
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: 7/9/2018
Date that the sample was received by the laboratory/organization performing the testing: 7/9/2018
The quantity of what the sample constitutes: 25
A brief description of the sample: size 14 epoxy coated rebar couplers
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: BarSplice

Material Information

Production or Authorization Testing: Authorization Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A615
Material Grade: 60
Rebar Manufacturer: Cascade Steel
Coupler Manufacturer: BarSplice
Intermediate Assembler or Fabricator: Unknown
Rebar Size: 14
Coupler Model: Grip Twist
Coating Standards: ASTM A775
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): Grip Twist male A160392 Grip Twist female A1
Rebar Heat Number(s): 201318, 201418, 471117,
Rebar Size 2 :

Test Information

DIME Test ID: 2018-07-09-3-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Date Tested: 7/10/2018
Verified Date: 7/11/2018
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: Bar Pulled Out of Coupler
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Number of Samples: 1
Sample Mfg. Lot Number(s) Size Area (sqin) Slip (inch) Peak Load (lbf) Peak Stress (psi) Comments Tested By
1 1 #14/43mm 2.25 0.0007 223661 99405 Bar Pulled Out of Coupler Brian
Temperature: 72 F
UTM: 2000KIP
Halo ID: Big