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Sample Record for 2020-05-21-2


Project Information

Project ID: 211235 DEA: 054482U4 EFIS: 0500000543 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-2.2/3.3
Work Description: BUILD AND RECONSTRUCT BRIDGES, CONSTRUCT RAMPS AND FRONTAGE ROAD.
Location Description: SANTA BARBARA COUNTY IN CARPINTERIA FROM 0.2 MILE SOUTH OF CARPINTERIA CREEK BRIDGE TO FRANKLIN CREEK BRIDGE
Contractor Name: SECURITY PAVING COMPANY, INC. Contractor Address: 9050 NORRIS AVENUE
Resident Engineer: Sujin Beck Structure Rep.: Barajas, Raymond

Sample Information

DIME Sample ID: 2020-05-21-2
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (916) 227-7253
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 05/21/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/21/2020
The quantity of what the sample constitutes: 4
A brief description of the sample: Dextra America couplers
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Service
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: CMC Rebar
Coupler Manufacturer: Dextra America
Intermediate Assembler or Fabricator: Unknown
Rebar Size: #6
Coupler Model: Dextra America Theaded coupler
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): 3489, 2984, 3183
Rebar Heat Number(s): 3092478
Rebar Size 2 :

Test Results

Test 1 of 3

DIME Test ID: 2020-05-21-2-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices
Verified Date: 05/21/2020
Date Tested: 05/21/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: Service Splice
Additional Comments When Verified:
Number of Samples Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1No. 6/19mm1-0.00250.444372599376Service Splicefsaylor
UTM 400kip
Temperature 72.00 f
Halo ID Small

Test Results

Test 2 of 3

DIME Test ID: 2020-05-21-2-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices
Verified Date: 05/21/2020
Date Tested: 05/21/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: Service Splice
Additional Comments When Verified:
Number of Samples Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
2No. 6/19mm100.444366999248Service Splicefsaylor
UTM 400kip
Temperature 72.00 f
Halo ID

Test Results

Test 3 of 3

DIME Test ID: 2020-05-21-2-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices
Verified Date: 05/21/2020
Date Tested: 05/21/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: Service Splice
Additional Comments When Verified:
Number of Samples Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
3No. 6/19mm100.444373099386Service Splicefsaylor
UTM 400kip
Temperature 72.00 f
Halo ID