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Sample Record for 2017-08-24-4


Project Information

Project ID: 210886 DEA: 050F7004 EFIS: 0500000049 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-68-R17.4/R18.0
Work Description: WIDENING BRIDGE
Location Description: IN MONTEREY COUNTY ON ROUTE 68 NEARSALINAS FROM 0.2 MILE EAST OFRESERVATION ROAD UNDERCROSSING TO SPRECKELS BOULEVARD UNDERCROSSING
Contractor Name: VIKING CONSTRUCTION COMPANY Contractor Address: 11315 Sunrise Gold Circle, Suite A
Resident Engineer: Tyler Lavering Structure Rep.: Moreno, Juan

Sample Information

DIME Sample ID: 2017-08-24-4
TL Number from the TL Form:
Sample Submitted By Organization: CT QASI - Bay Area Field Laboratory
Sample Organization Contact: (707) 649-5453
Type of Sample: Quality Control
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 08/24/2017
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 3 lots
A brief description of the sample: UBS hoop
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 593421
Hoop Manufacturer Lot Number(s): H96, H97, H98
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 5
Diameter of Hoop: 2'-6.5"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Evraz
Welding Company: Harris Rebar
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Results

Test 1 of 3

DIME Test ID: 2017-08-24-4-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/28/2017
Date Tested: 08/25/2017
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: necking okay
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1H97#5/16mm0.312852092000necking okayFred
UTM 75KIP
Temperature 72 F

Test Results

Test 2 of 3

DIME Test ID: 2017-08-24-4-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/28/2017
Date Tested: 08/25/2017
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: necking okay
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
2H97#5/16mm0.312820490980necking okayFred
UTM 75KIP
Temperature 72 F

Test Results

Test 3 of 3

DIME Test ID: 2017-08-24-4-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/28/2017
Date Tested: 08/25/2017
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: necking okay
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
3H97#5/16mm0.312800290330necking okayFred
UTM 75KIP
Temperature 72 F