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Testing Report for 2017-06-15-1-9

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

Project Information

DEA: 04209504
EFIS: 0412000116
Project ID: 211777
QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN,SON-1-50.2/50.5,0.0/0.2
Work Description: REPLACE ESTERO BRIDGE AND REALIGN APPROACHING ROADWAY; Bridge No. 27-0121
Location Description: MARIN AND SONOMA COUNTIES NEAR VALLEY FORD FROM 0.4 MILE SOUTH OF ESTERO AMERICANO BRIDGE TO 0.2 MILE NORTH OF ESTERO AMERICANO BRIDGE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Scott Hislop
Structure Rep.: Clifford Law

Sample Information

DIME Sample ID: 2017-06-15-1
TL Number from the TL Form:
Sample Submitted By Organization: CT - Unassigned/General Field Laboratory
Sample Organization Contact: (510) 385-8178
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 6/15/2017
Date that the sample was received by the laboratory/organization performing the testing: 6/16/2017
The quantity of what the sample constitutes: 1500
A brief description of the sample: Resistance Butt Welded Hoops
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: TNT Rebar

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 65026869-02
Hoop Manufacturer Lot Number(s): 1, 5, 10
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 8
Diameter of Hoop: 3'-2"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Gerdau
Welding Company: TNT Rebar
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Information

DIME Test ID: 2017-06-15-1-9
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Date Tested: 6/21/2017
Verified Date: 6/21/2017
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
1 10 #8/25mm 0.79 78100 98860 Bar Broke Brian
UTM: 400KIP
Temperature: 72 F