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Sample Record for 2016-09-06-6

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Project Information

Project ID: 211319 DEA: 100Y5714 EFIS: 1014000162 QA Service Level: 1
DIST-CO-RTE-PM: 10-STA-99-R17.3/M18.9
Work Description: INSTALL AUTOMATED WARNING SYSTEM AND CONSTRUCT MVP.
Location Description: STANISLAUS COUNTY IN MODESTO FROM 0.5 MILE NORTH OF KANSAS AVENUE OVERCROSSING TO 0.4 MILE NORTH OF CARPENTER ROAD/BRIGGSMORE OVERCROSSING
Contractor Name: STUDEBAKER BROWN ELECTRIC, INC.
Contractor Address: 6643 32nd St. Suite 106, North Highlands, CA 95660
Resident Engineer: Tony Cipponeri Structure Rep.: George Samuel

Sample Information

DIME Sample ID: 2016-09-06-6
TL Number from the TL Form: C836016
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: 09/06/2016
Date that the sample was received by the laboratory/organization performing the testing: 09/07/2016
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 Rebar

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 582535
Hoop Manufacturer Lot Number(s): H01
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 4
Diameter of Hoop: 2'-2"
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: 2016-09-06-6-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/08/2016
Date Tested: 09/08/2016
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: necking okay
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
1H01#4/13mm0.21865393270necking okayBrian
UTM 75KIP
Temperature 72 F

Test 2 of 3

DIME Test ID: 2016-09-06-6-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/08/2016
Date Tested: 09/08/2016
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: necking okay
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
2H01#4/13mm0.21855692780necking okayBrian
UTM 75KIP
Temperature 72 F

Test 3 of 3

DIME Test ID: 2016-09-06-6-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/08/2016
Date Tested: 09/08/2016
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: necking okay
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
3H01#4/13mm0.21897694880necking okayBrian
UTM 75KIP
Temperature 72 F