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Sample Record for 2019-12-30-5


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: 2019-12-30-5
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 Control
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 12/30/2019
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: Lot 1A Replacement
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): 9000798
Hoop Manufacturer Lot Number(s): Lot 1A- Replacement
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 Etiwanda
Welding Company: RKR Steel Welding
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Results

Test 1 of 3

DIME Test ID: 2019-12-30-5-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 01/06/2020
Date Tested: 01/06/2020
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
116/19mm0.4444858.47101951OK Neckingfsaylor
UTM 400kip
Temperature 72 f

Test Results

Test 2 of 3

DIME Test ID: 2019-12-30-5-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 01/06/2020
Date Tested: 01/06/2020
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
216/19mm0.4444934.10102123OK Neckingfsaylor
UTM 400kip
Temperature 72 f

Test Results

Test 3 of 3

DIME Test ID: 2019-12-30-5-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 01/06/2020
Date Tested: 01/06/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
316/19mm0.4444986.66102242fsaylor
UTM 400kip
Temperature 72 f