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Sample Record for 2016-08-23-1

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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, INC.
Contractor Address: 11315 Sunrise Gold Circle, Suite A, Rancho Cordova, CA 95742
Resident Engineer: Tyler Lavering Structure Rep.: Juan Moreno

Sample Information

DIME Sample ID: 2016-08-23-1
TL Number from the TL Form: C740874
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 08/23/2016
Date that the sample was received by the laboratory/organization performing the testing: 08/24/2016
The quantity of what the sample constitutes: 4
A brief description of the sample: Flash Welded Rebar Hoops
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Harris Salinas

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 586353
Hoop Manufacturer Lot Number(s): H25
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: Harris Salinas
Welding Company: Harris Rebar
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Results

Test 1 of 3

DIME Test ID: 2016-08-23-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/25/2016
Date Tested: 08/25/2016
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: Bar Broke; OK Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1H25#5/16mm0.312956095350Bar BrokeBrian
UTM 400KIP
Temperature 72 F

Test 2 of 3

DIME Test ID: 2016-08-23-1-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/25/2016
Date Tested: 08/25/2016
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: Bar Broke; OK Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
2H25#5/16mm0.312971095840Bar BrokeBrian
UTM 400KIP
Temperature 72 F

Test 3 of 3

DIME Test ID: 2016-08-23-1-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/25/2016
Date Tested: 08/25/2016
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: Bar Broke; OK Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
3H25#5/16mm0.313010097100Bar BrokeBrian
UTM 400KIP
Temperature 72 F