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Sample Record for 2020-07-25-7


Project Information

Project ID: 213958 DEA: 010F9604 EFIS: 0116000109 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-124.5
Work Description: LITTLE LOST MAN FISH PASSAGE
Location Description: HUMBOLDT COUNTY NEAR ORICK 0.2 MILE SOUTH OF LOST MAN CREEK BRIDGE
Contractor Name: MCCULLOUGH CONSTRUCTION INC Contractor Address: 57 Aldergrove Rd.
Resident Engineer: Karen Sanders Structure Rep.: Cinkutis, Brian

Sample Information

DIME Sample ID: 2020-07-25-7
TL Number from the TL Form: C972552
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: 07/25/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/04/2020
The quantity of what the sample constitutes: 4
A brief description of the sample: Griptwist 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: Cascade Steel
Coupler Manufacturer: BarSplice
Intermediate Assembler or Fabricator:
Rebar Size: #5
Coupler Model: Grip Twist
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): 190719 188961
Rebar Heat Number(s): 346619
Rebar Size 2 :

Test Results

Test 1 of 3

DIME Test ID: 2020-07-25-7-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 08/04/2020
Date Tested: 08/04/2020
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. 5/16mm1-0.00040.312974495948Service Splicefsaylor
UTM 400kip
Temperature 72.00 f
Halo ID Small

Test Results

Test 2 of 3

DIME Test ID: 2020-07-25-7-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 08/04/2020
Date Tested: 08/04/2020
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. 5/16mm100.312973295909Service Splicefsaylor
UTM 400kip
Temperature 72.00 f
Halo ID

Test Results

Test 3 of 3

DIME Test ID: 2020-07-25-7-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 08/04/2020
Date Tested: 08/04/2020
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. 5/16mm100.312970695827Service Splicefsaylor
UTM 400kip
Temperature 72.00 f
Halo ID