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Sample Record for 2020-05-26-8


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: 2020-05-26-8
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: 05/26/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/29/2020
The quantity of what the sample constitutes: 4
A brief description of the sample: Lenton 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: Erico Lention
Intermediate Assembler or Fabricator: Unknown
Rebar Size: #9
Coupler Model: EL28A2
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): L9462
Rebar Heat Number(s): 9001498 4094536
Rebar Size 2 :

Test Results

Test 1 of 3

DIME Test ID: 2020-05-26-8-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices
Verified Date: 05/29/2020
Date Tested: 05/29/2020
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. 9/29mm03160.000319373793737Service Splicefsaylor
UTM 400kip
Temperature 72.00 f
Halo ID Small

Test Results

Test 2 of 3

DIME Test ID: 2020-05-26-8-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices
Verified Date: 05/29/2020
Date Tested: 05/29/2020
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. 9/29mm0316019032690326Service Splicefsaylor
UTM 400kip
Temperature 72.00 f
Halo ID

Test Results

Test 3 of 3

DIME Test ID: 2020-05-26-8-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices
Verified Date: 05/29/2020
Date Tested: 05/29/2020
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. 9/29mm0316019251692516Service Splicefsaylor
UTM 400kip
Temperature 72.00 f
Halo ID