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Sample Record for 2020-05-29-4


Project Information

Project ID: 213856 DEA: 112888U4 EFIS: 1118000199 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-11,125,905-Various
Work Description: CONSTRUCT FREEWAY TO FREEWAY CONNECTORS AND 4-LANE HIGHWAY FACILITY
Location Description: SAN DIEGO COUNTY AT VARIOUS LOCATIONS
Contractor Name: Skanska USA Civil West CA Contractor Address: 1995 Agua Mansa Road
Resident Engineer: Carlos Covarrubias Structure Rep.: Tiongco, Nikki

Sample Information

DIME Sample ID: 2020-05-29-4
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: 05/29/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/04/2020
The quantity of what the sample constitutes: 150
A brief description of the sample: 4 Samples #8 x 3' 5" Welded Hoop
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 1202017771
Hoop Manufacturer Lot Number(s): 1
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #8
Diameter of Hoop: 3'-5"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Nucor
Welding Company: RKR Steel Welding
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Results

Test 1 of 3

DIME Test ID: 2020-05-29-4-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices
Verified Date: 06/08/2020
Date Tested: 06/05/2020
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
118/25mm0.7974860.2194760Ok Neckingbewing
UTM 400kip
Temperature 72 f

Test Results

Test 2 of 3

DIME Test ID: 2020-05-29-4-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices
Verified Date: 06/08/2020
Date Tested: 06/05/2020
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
218/25mm0.7975342.2695370Ok Neckingbewing
UTM 400kip
Temperature 72 f

Test Results

Test 3 of 3

DIME Test ID: 2020-05-29-4-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices
Verified Date: 06/08/2020
Date Tested: 06/05/2020
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
318/25mm0.7975108.8295074Ok Neckingbewing
UTM 400kip
Temperature 72 f