Print Report | Back to Sample Detail

Sample Record for 2017-05-19-4

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 211513 DEA: 120M4904 EFIS: 1212000090 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-5-1.2/2.2
Work Description: WIDEN FWY AND BRIDGE AND CONSTRUCT RW, SOUND WALL, AND CONC BARRIERS.
Location Description: ORANGE COUNTY IN SAN CLEMENTE FROM 0.1 MILE NORTH OF AVENIDA MENDOCINO OVERCROSSING TO 0.2 MILE SOUTH OF AVENIDA PRESIDIO UNDERCROSSING
Contractor Name: POWELL CONSTRUCTORS, INC.
Contractor Address: 8555 Banana Ave, Fontana, CA 92335
Resident Engineer: Steve Kinaly Structure Rep.: Imad Karam

Sample Information

DIME Sample ID: 2017-05-19-4
TL Number from the TL Form: C943256
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (916) 227-7253
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 05/19/2017
Date that the sample was received by the laboratory/organization performing the testing: 05/22/2017
The quantity of what the sample constitutes: 8
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: TNT Rebar Bayou Steel

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 1710457
Hoop Manufacturer Lot Number(s): 1, 2
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 7
Diameter of Hoop: 3'-8"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Bayou Steel
Welding Company: TNT Rebar
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Results

Test 1 of 6

DIME Test ID: 2017-05-19-4-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/23/2017
Date Tested: 05/23/2017
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: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
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
11#7/22mm0.65798096630Bar BrokeBrian
UTM 400KIP
Temperature 72 F

Test 2 of 6

DIME Test ID: 2017-05-19-4-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/23/2017
Date Tested: 05/23/2017
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: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
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
21#7/22mm0.65927098780Bar BrokeBrian
UTM 400KIP
Temperature 72 F

Test 3 of 6

DIME Test ID: 2017-05-19-4-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/23/2017
Date Tested: 05/23/2017
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: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
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
31#7/22mm0.65757095950Bar BrokeBrian
UTM 400KIP
Temperature 72 F

Test 4 of 6

DIME Test ID: 2017-05-19-4-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/23/2017
Date Tested: 05/23/2017
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: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
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
12#7/22mm0.65912098530Bar BrokeBrian
UTM 400KIP
Temperature 72 F

Test 5 of 6

DIME Test ID: 2017-05-19-4-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/23/2017
Date Tested: 05/23/2017
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: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
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
22#7/22mm0.65810096830Bar BrokeBrian
UTM 400KIP
Temperature 72 F

Test 6 of 6

DIME Test ID: 2017-05-19-4-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/23/2017
Date Tested: 05/23/2017
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: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
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
32#7/22mm0.65890098170Bar BrokeBrian
UTM 400KIP
Temperature 72 F

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.