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

Sample Record for 2020-05-26-3


Project Information

Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-10-
Work Description: Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location Description: LA/SBD County Line to PM 13.2 near I-15
Contractor Name: Lane-Security Paving Joint Venture Contractor Address: 3450 Centre Lake Drive, 1st Floor
Resident Engineer: Matt Antonelli Structure Rep.: Zahlout, Faisal

Sample Information

DIME Sample ID: 2020-05-26-3
TL Number from the TL Form:
Sample Submitted By Organization: CT - Unassigned/General Field Laboratory
Sample Organization Contact: (510) 385-8178
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 05/26/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/03/2020
The quantity of what the sample constitutes: 332
A brief description of the sample: Flash Welded Rebar Hoops
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 4095602
Hoop Manufacturer Lot Number(s): 1, 2, 3
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #6
Diameter of Hoop: 3'-8"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: CMC Rebar
Welding Company: CMC Rebar (Etiwanda)
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Results

Test 1 of 6

DIME Test ID: 2020-05-26-3-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices
Verified Date: 06/04/2020
Date Tested: 06/04/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: OK Necking
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
116/19mm0.4443657.3099221OK Neckingfsaylor
UTM 400kip
Temperature 72 f

Test Results

Test 2 of 6

DIME Test ID: 2020-05-26-3-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices
Verified Date: 06/04/2020
Date Tested: 06/04/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: OK Necking
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
216/19mm0.4443699.4699317OK Neckingfsaylor
UTM 400kip
Temperature 72 f

Test Results

Test 3 of 6

DIME Test ID: 2020-05-26-3-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices
Verified Date: 06/04/2020
Date Tested: 06/04/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: OK Necking
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
316/19mm0.4443654.1799214OK Neckingfsaylor
UTM 400kip
Temperature 72 f

Test Results

Test 4 of 6

DIME Test ID: 2020-05-26-3-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices
Verified Date: 06/04/2020
Date Tested: 06/04/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: OK Necking
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
136/19mm0.4443578.8399043OK Neckingfsaylor
UTM 400kip
Temperature 72 f

Test Results

Test 5 of 6

DIME Test ID: 2020-05-26-3-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices
Verified Date: 06/04/2020
Date Tested: 06/04/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: OK Necking
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
236/19mm0.4443780.3399501OK Neckingfsaylor
UTM 400kip
Temperature 72 f

Test Results

Test 6 of 6

DIME Test ID: 2020-05-26-3-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices
Verified Date: 06/04/2020
Date Tested: 06/04/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: OK Necking
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
236/19mm0.4443641.0999184OK Neckingfsaylor
UTM 400kip
Temperature 72 f