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Sample Record for 2020-01-23-2


Project Information

Project ID: 214245 DEA: 11404604 EFIS: 1114000049 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-56-5.6
Work Description: CONSTRUCT 2 LANES, STRUCTURAL CONCRETE BRIDGE.
Location Description: SAN DIEGO COUNTY IN SAN DIEGO AT 0.5 MILE WEST OF CAMINO DEL SUR UNDERCROSSING
Contractor Name: FLATIRON WEST INC Contractor Address: 16470 W. BERNARDO DRIVE
Resident Engineer: Genaro Genel Structure Rep.: Charak, Michael

Sample Information

DIME Sample ID: 2020-01-23-2
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: 01/23/2020
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 114 Available from Lot 1
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): 4092869
Hoop Manufacturer Lot Number(s): 1
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 8
Diameter of Hoop: 5'-2"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: CMC
Welding Company: CMC Etiwanda
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Results

Test 1 of 3

DIME Test ID: 2020-01-23-2-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 01/30/2020
Date Tested: 01/27/2020
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
118/25mm0.7976846.2397274Ok Neckingbewing
UTM 400kip
Temperature 72 f

Test Results

Test 2 of 3

DIME Test ID: 2020-01-23-2-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 01/30/2020
Date Tested: 01/27/2020
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
228/25mm0.7976825.3097247Ok Neckingbewing
UTM 400kip
Temperature 72 f

Test Results

Test 3 of 3

DIME Test ID: 2020-01-23-2-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 01/30/2020
Date Tested: 01/27/2020
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
338/25mm0.7977175.2497690Ok Neckingbewing
UTM 400kip
Temperature 72 f