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Sample Record for 2021-09-13-6

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Project Information

Project ID: 215692 DEA: 101C8104 EFIS: 1015000038 QA Service Level: 1
DIST-CO-RTE-PM: 01-MPA,MER,SJ,STA-4,5,49,88,99,etc.-Var
Work Description: BRIDGE PREVENTIVE MAINTENANCE AND ROCK SLOPE PROTECTION.
Location Description: MARIPOSA, MERCED, SAN JOAQUIN, AND STANISLAUS COUNTIES AT VARIOUS LOCATIONS
Contractor Name: Pacific Infrastructure Construction LLC.
Contractor Address: 871 Cotting Court, Suite A,, Vacaville CA 95688
Resident Engineer: Harminder Deol (Ryan Wilson) Structure Rep.: George Samuel

Sample Information

DIME Sample ID: 2021-09-13-6
TL Number from the TL Form: C
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 09/13/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/14/2021
The quantity of what the sample constitutes: 4
A brief description of the sample: Dayton Bar lock couplers
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cascade Dayton Superior

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: Dayton Superior
Intermediate Assembler or Fabricator:
Rebar Size: #4
Coupler Model: D250L Bar Lock
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): MM18103584
Rebar Heat Number(s): 065321
Rebar Size 2 :
Coupler Unique ID:

Test Results

Test 1 of 3

DIME Test ID: 2021-09-13-6-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 09/14/2021
Date Tested: 09/14/2021
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: Service Splice
Test Result Compliance:
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. 4/13mm1-0.00220.221300106500Service Splicefsaylor
UTM 400kip
Temperature 72.00 f
Halo ID Small

Test 2 of 3

DIME Test ID: 2021-09-13-6-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 09/14/2021
Date Tested: 09/14/2021
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: Service Splice
Test Result Compliance:
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. 4/13mm100.221561107804Service Splicefsaylor
UTM 400kip
Temperature 72.00 f
Halo ID

Test 3 of 3

DIME Test ID: 2021-09-13-6-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 09/14/2021
Date Tested: 09/14/2021
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: Service Splice
Test Result Compliance:
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. 4/13mm100.221463107317Service Splicefsaylor
UTM 400kip
Temperature 72.00 f
Halo ID