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Sample Record for 2020-05-26-2


Project Information

Project ID: 211848 DEA: 112T2174 EFIS: 1116000131 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-5-R37.4 - R46.5
Work Description: (Alternative Delivery) CMGC, San Elijo Highway Bridge Replacement. Replace the San Elijo lagoon highway bridge, construct HOV lanes, construct bike and pedestrian trails and bridge, build multi-use facility at Manchester Ave.
Location Description: IN SAN DIEGO COUNTY IN SOLANA BEACH AND ENCINITAS FROM 0.1 MILE NORTH OF LOMAS SANTA FE DRIVE OVERCROSSING TO 0.2 MILE SOUTH OF BIRMINGHAM DRIVE OVERCROSSING
Contractor Name: Flatiron-Skanska-Stacy and Witbeck, a Joint Venture Contractor Address: 1770 La Costa Meadows Drive
Resident Engineer: Steve McMillan Structure Rep.: Le, Phong

Sample Information

DIME Sample ID: 2020-05-26-2
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: 1220
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): 3093298
Hoop Manufacturer Lot Number(s): 42 and 44
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #7
Diameter of Hoop: 5'-5"
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: 2020-05-26-2-1
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
1427/22mm0.657628.4796047OK Neckingfsaylor
UTM 400kip
Temperature 72 f

Test Results

Test 2 of 6

DIME Test ID: 2020-05-26-2-2
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
2427/22mm0.657492.2595820OK Neckingfsaylor
UTM 400kip
Temperature 72 f

Test Results

Test 3 of 6

DIME Test ID: 2020-05-26-2-3
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
3427/22mm0.657430.4495717OK Neckingfsaylor
UTM 400kip
Temperature 72 f

Test Results

Test 4 of 6

DIME Test ID: 2020-05-26-2-4
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
1447/22mm0.657681.8596136OK Neckingfsaylor
UTM 400kip
Temperature 72 f

Test Results

Test 5 of 6

DIME Test ID: 2020-05-26-2-5
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
2447/22mm0.657402.0695670OK Neckingfsaylor
UTM 400kip
Temperature 72 f

Test Results

Test 6 of 6

DIME Test ID: 2020-05-26-2-6
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
3447/22mm0.657367.3695612OK Neckingfsaylor
UTM 400kip
Temperature 72 f