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Sample Record for 2020-01-10-3


Project Information

Project ID: 211260 DEA: 072159U4 EFIS: 0715000160 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA,ORA-5-0.0/1.5, 44.3/44.4
Work Description: CONSTRUCT HOV LANES AND MIX FLOW LANES.
Location Description: LOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK
Contractor Name: SECURITY PAVING COMPANY, INC. Contractor Address: 3075 TOWNSGATE RD. SUITE 200
Resident Engineer: George Saker Structure Rep.: Lalonde, Danny

Sample Information

DIME Sample ID: 2020-01-10-3
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: 01/10/2020
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 150
A brief description of the sample: #6 2'-10" O.D. 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): 9000017
Hoop Manufacturer Lot Number(s): 14
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 6
Diameter of Hoop: 2'-10"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: CMC Steel CA
Welding Company: RKR Steel Welding
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Results

Test 1 of 4

DIME Test ID: 2020-01-10-3-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 01/17/2020
Date Tested: 01/17/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: Broke at Weld
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1146/19mm0.4430612.9769575Broke at Weldbewing
UTM 400kip
Temperature 72 f

Test Results

Test 2 of 4

DIME Test ID: 2020-01-10-3-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 01/17/2020
Date Tested: 01/17/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: Broke at Weld
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
2146/19mm0.4444943.33102144Broke at Weldbewing
UTM 400kip
Temperature 72 f

Test Results

Test 3 of 4

DIME Test ID: 2020-01-10-3-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 01/17/2020
Date Tested: 01/17/2020
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
3146/19mm0.4444843.70101917Ok Neckingbewing
UTM 400kip
Temperature 72 f

Test Results

Test 4 of 4

DIME Test ID: 2020-01-10-3-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 01/17/2020
Date Tested: 01/17/2020
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
4146/19mm0.4445201.81102731Ok Neckingbewing
UTM 400kip
Temperature 72 f