Sample Record for 2026-07-29-27
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993595 DEA: 042Q5504 EFIS: 0419000024
QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-12-7.9/14.1
Work Description: RHMA OVERLAY, REPLACE CULVERTS, BRIDGE RAILS, AND MEDIAN BARRIERS.
Location Description: SOLANO COUNTY NEAR SUISUN CITY FROM 0.2 MILE EAST OF LAWLER RANCH PARKWAY TO 0.5 MILE EAST OF SHILOH ROAD
Contractor Name: BAY CITIES PAVING & GRADING, INC.
Contractor Address: 1450 Civic Court B#400, Concord, CA 94520
Resident Engineer: Asadullah Sarwary Structure Rep.: Kambiz Kouchesfahani
Sample Information
DIME Sample ID: 2026-07-29-27
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (213) 505-4213
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 07/29/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/31/2026
The quantity of what the sample constitutes: 4
A brief description of the sample: #4/#5 Transition Coupler
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Job Site
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Service
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Nucor
Coupler Manufacturer: Bar Splice
Intermediate Assembler or Fabricator:
Rebar Size: #4
Coupler Model: Double Barrel Zap Screwlok TRNS CP
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): 6014
Rebar Heat Number(s): 3500047807, 3500047866
Rebar Size 2 : 5
Coupler Unique ID: SBT-17-01
Test Results
Test
DIME Test ID: 2026-07-29-27-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 08/04/2026
Date Tested: 08/04/2026
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: brian.ellis@dot.ca.gov
Organization Phone: (916) 380-8623
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Number of Samples
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4
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| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | 1 | 4/5 | 0.20 | 0000 | 18820 | 94000 | service splice | Kleinfelder | | 2 | 1 | 4/5 | 0.20 | 0000 | 20870 | 104000 | service splice | Kleinfelder | | 3 | 1 | 4/5 | 0.20 | 0000 | 19570 | 98000 | service splice | Kleinfelder | | 4 | 1 | 4/5 | 0.20 | 0000 | 20820 | 104000 | service splice | Kleinfelder |
| |
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Temperature
|
0 f
|
|
UTM
|
NA
|
|
Halo ID
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na
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