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Testing Report for 2016-09-29-1-3

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

Project Information

DEA: 040A7104
EFIS: 0400000160
Project ID: 209114
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-880-28.4/29.2
Work Description: WIDEN ROADS, RECONSTRUCT RAMPS WITH HMA, REPLACE 2 CONC OVERCROSSINGS.
Location Description: ALAMEDA COUNTY IN ALAMEDA AND OAKLAND FROM 0.2 MILE SOUTH OF 29TH AVENUE OVERCROSSING TO 0.3 MILE NORTH OF 23RD AVENUE OVERCROSSING.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Joy Cheung
Structure Rep.: Maxime Dabilly

Sample Information

DIME Sample ID: 2016-09-29-1
TL Number from the TL Form: C759604
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: 9/29/2016
Date that the sample was received by the laboratory/organization performing the testing: 9/29/2016
The quantity of what the sample constitutes: 4
A brief description of the sample: Coupler 500 510
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Harris Rebar

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Nucor
Coupler Manufacturer: HRC
Intermediate Assembler or Fabricator: Unknown
Rebar Size: #8
Coupler Model: 500 510
Coating Standards: Uncoated
Shape of Rebar: Hoop
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Harris Rebar
Coupler Component Heat/Lot Number(s): A162885
Rebar Heat Number(s): SE1510505047
Rebar Size 2 :

Test Information

DIME Test ID: 2016-09-29-1-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Date Tested: 9/30/2016
Verified Date: 9/30/2016
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 Broke; OK Necking
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Number of Samples: 1
Sample Mfg. Lot Number(s) Size Area (sqin) Peak Load (lbf) Peak Stress (psi) Comments Tested By
3 C07 #8/25mm 0.79 77500 98100 Bar Broke Fred
UTM: 400KIP
Temperature: 72 F