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Testing Report for 2020-06-25-1-3

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

Project Information

DEA: 040J6424
EFIS: 0414000476
Project ID: 214422
QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-101-32.8/R54.2
Work Description: CRACK, SEAT AND OVERLAY WITH RHMA AND HMA, AND REPLACE CULVERTS.
Location Description: SONOMA COUNTY AT VARIOUS LOCATIONS FROM LIMERICK LANE OVERCROSSING TO ROUTE 101/128 SEPARATION
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Syd Valeh
Structure Rep.: Jonathan Chi

Sample Information

DIME Sample ID: 2020-06-25-1
TL Number from the TL Form:
Sample Submitted By Organization: Caltrans Vallejo Field Laboratory
Sample Organization Contact: (510) 774-6009
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 6/25/2020
Date that the sample was received by the laboratory/organization performing the testing: 7/29/2020
The quantity of what the sample constitutes: 38
A brief description of the sample: Mechanical Couplers
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Camblin Steel Service

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Service
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: CMC
Coupler Manufacturer: Bar Splice
Intermediate Assembler or Fabricator:
Rebar Size: #6
Coupler Model: Grip Twist
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): Male Heat A193034 4U2 Female Heat 177527 3
Rebar Heat Number(s): 4096694
Rebar Size 2 :

Test Information

DIME Test ID: 2020-06-25-1-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Date Tested: 6/30/2020
Verified Date: 7/1/2020
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: 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
3 No. 6/19mm 1 0 0.44 41571 94479 Ok Necking bewing
UTM: 400kip
Temperature: 72.00 f
Halo ID: