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Sample Record for 2020-05-21-15


Project Information

Project ID: 212914 DEA: 031E0604 EFIS: 0312000068 QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB-70-15.5/16.5
Work Description: SIMMERLY SLOUGH BRIDGE REPLACEMENT BR 16-0019 WITH BR 16-0055.
Location Description: NEAR MARYSVILLE, FROM 0.1 MILE NORTH OF BINNEY JUNCTION UNDERPASS TO 0.3 MILE NORTH OF LAURELLEN ROAD, AT SIMMERLY SLOUGH BRIDGE BR 16-0019.
Contractor Name: MCM Construction Contractor Address: PO Box 620
Resident Engineer: Aaron Chamberlin Structure Rep.: Wood, Justin

Sample Information

DIME Sample ID: 2020-05-21-15
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: 05/26/2020
The quantity of what the sample constitutes: 4
A brief description of the sample: HRC 500 510 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: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: CMC Rebar
Coupler Manufacturer: HRC
Intermediate Assembler or Fabricator: Unknown
Rebar Size: #10
Coupler Model: HRC 500-510
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): 73113004 74113607
Rebar Heat Number(s): 3092812
Rebar Size 2 :

Test Results

Test 1 of 3

DIME Test ID: 2020-05-21-15-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices
Verified Date: 05/29/2020
Date Tested: 05/27/2020
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 Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1No. 10/32mm1-0.0071.27127078100062OK Neckingfsaylor
UTM 400kip
Temperature 72.00 f
Halo ID Small

Test Results

Test 2 of 3

DIME Test ID: 2020-05-21-15-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices
Verified Date: 05/29/2020
Date Tested: 05/27/2020
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 Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
2No. 10/32mm101.2712687299899OK Neckingfsaylor
UTM 400kip
Temperature 72.00 f
Halo ID

Test Results

Test 3 of 3

DIME Test ID: 2020-05-21-15-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices
Verified Date: 05/29/2020
Date Tested: 05/27/2020
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 Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
3No. 10/32mm101.2712664299718OK Neckingfsaylor
UTM 400kip
Temperature 72.00 f
Halo ID