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Sample Record for 2017-04-11-1

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Project Information

Project ID: 212164 DEA: 051J1304 EFIS: 0517000064 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON,MON-1-45.52, 45.4/45.8
Work Description: Pfeiffer Canyon Emergency Bridge Replacement Project
Location Description: Highway 1 at Pfeiffer State Park
Contractor Name: Golden State Bridge
Contractor Address: 2990 Bay Vista Court, Benicia, CA 94510
Resident Engineer: Tyler Lavering Structure Rep.: David Galarza

Sample Information

DIME Sample ID: 2017-04-11-1
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Bay Area Field Office
Sample Organization Contact: (916) 284-6784
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 04/11/2017
Date that the sample was received by the laboratory/organization performing the testing: 04/12/2017
The quantity of what the sample constitutes: 142
A brief description of the sample: UBS hoop
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Harris Rebar Nucor

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): SE17101189
Hoop Manufacturer Lot Number(s): H01
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 8
Diameter of Hoop: 4'-2"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Nucor Seattle
Welding Company: Harris Rebar
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Results

Test 1 of 1

DIME Test ID: 2017-04-11-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 04/17/2017
Date Tested: 04/14/2017
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of Samples 3
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1H01#80.797577995924OK NeckingBrian
2H01#80.797585996025OK NeckingBrian
3H01#80.797620996468OK NeckingBrian
UTM 2000KIP
Temperature 72 f