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Sample Record for 2022-02-02-1

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 215236 DEA: 081C6804 EFIS: 0812000343 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-74,79and371-Varies
Work Description: REPLACE STRUCTURAL CONCRETE BRIDGE, RETAINING WALL AND BOX CULVERT.
Location Description: RIVERSIDE COUNTY AT VARIOUS LOCATIONS
Contractor Name: Ortiz Enterprise
Contractor Address: 6 Cushing, Suite 200, Irvine, Ca 92618-4221
Resident Engineer: Nick Truong Structure Rep.: Arnel L. Vega

Sample Information

DIME Sample ID: 2022-02-02-1
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Laboratory
Sample Organization Contact: (858) 285-5797
Type of Sample: Acceptance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 02/02/2022
Date that the sample was received by the laboratory/organization performing the testing: 02/03/2022
The quantity of what the sample constitutes: 4
A brief description of the sample: Mechanical Couplers
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 56-0189
Structure name: Arroyo Seco bridge
The fabricator/manufacturer/facility name: Dayton Superior

Material Information

Production or Authorization Testing: Authorization Testing
Service or Ultimate: Service
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: CMC
Coupler Manufacturer: Dayton Superior
Intermediate Assembler or Fabricator:
Rebar Size: #7
Coupler Model: Bar-Lock
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): 162982/A180950
Rebar Heat Number(s): 4108950
Rebar Size 2 :
Coupler Unique ID:

Test Results

Test 1 of 3

DIME Test ID: 2022-02-02-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 02/04/2022
Date Tested: 02/04/2022
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: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
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. 7/22mm1-0.00360.65174886247Service splicebewing
UTM 400kip
Temperature 72.00 f
Halo ID Small

Test 2 of 3

DIME Test ID: 2022-02-02-1-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 02/04/2022
Date Tested: 02/04/2022
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: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
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. 7/22mm100.65698794978Service splicebewing
UTM 400kip
Temperature 72.00 f
Halo ID

Test 3 of 3

DIME Test ID: 2022-02-02-1-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 02/04/2022
Date Tested: 02/04/2022
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: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
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. 7/22mm100.65644994082Service splicebewing
UTM 400kip
Temperature 72.00 f
Halo ID

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.