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Sample Record for 2018-01-04-12


Project Information

Project ID: 211777 DEA: 04209504 EFIS: 0412000116 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: GHILOTTI CONSTRUCTION COMPANY Contractor Address: 2301 Kerner Blvd Ste. E
Resident Engineer: Scott Hislop Structure Rep.: Law, Clifford

Sample Information

DIME Sample ID: 2018-01-04-12
TL Number from the TL Form:
Sample Submitted By Organization: CT QASI - Los Angeles Field Laboratory
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 01/04/2018
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 1 lot
A brief description of the sample: Flash Welded Hoops
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): PL17107099
Hoop Manufacturer Lot Number(s): Lot 11
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: Nucor
Welding Company: TNT Rebar
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Results

Test 1 of 3

DIME Test ID: 2018-01-04-12-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 01/11/2018
Date Tested: 01/11/2018
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: Bar Broke; OK Necking
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
211#8/25mm0.797497094900Bar BrokeBrian
UTM 400KIP
Temperature 72 F

Test Results

Test 2 of 3

DIME Test ID: 2018-01-04-12-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 01/11/2018
Date Tested: 01/11/2018
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: Bar Broke; OK Necking
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
311#8/25mm0.797541095460Bar BrokeBrian
UTM 400KIP
Temperature 72 F

Test Results

Test 3 of 3

DIME Test ID: 2018-01-04-12-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 01/11/2018
Date Tested: 01/11/2018
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: Bar Broke; OK Necking
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
111#8/25mm0.797597096160Bar BrokeBrian
UTM 400KIP
Temperature 72 F