Sample Record for 2026-07-01-2
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994418 DEA: 040J5504 EFIS: 0414000012
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-84-17.2/17.2
Work Description: REPLACE BRIDGE, WIDEN ROADWAY, & CONSTRUCT SIDEWALKS.
Location Description: ALAMEDA COUNTY AT SUNOL FROM SILVER SPRING ROAD UNDERPASS TO PLEASANTON SUNOL ROAD
Contractor Name: GHILOTTI CONSTRUCTION CO. INC.
Contractor Address: 246 GHILOTTI AVE., SANTA ROSA, CA 95407
Resident Engineer: Scott Sowko Structure Rep.: Jordan Jarosz
Sample Information
DIME Sample ID: 2026-07-01-2
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Sacramento Field Office
Sample Organization Contact: (916) 2058871
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 07/01/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/09/2026
The quantity of what the sample constitutes: 4
A brief description of the sample: #10 HRC 500/510 Reduced Head 500/510 Series Couplers
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Nucor Rebar Facility
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Nucor - Plymouth, UT
Coupler Manufacturer: HRC
Intermediate Assembler or Fabricator:
Rebar Size: #10
Coupler Model: HRC 500/510
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): 73142156, 74143700
Rebar Heat Number(s): 1202077824, 1202077825
Rebar Size 2 :
Coupler Unique ID: TP-17-03
Test Results
Test
DIME Test ID: 2026-07-01-2-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 07/16/2026
Date Tested: 07/16/2026
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 | 10 | 1.27 | 0.012 | 115900 | 91500 | ok necking | Kleinfelder | | 2 | 1 | 10 | 1.27 | 0000 | 112040 | 88000 | ok necking | Kleinfelder | | 3 | 1 | 10 | 1.27 | 0000 | 113070 | 89000 | ok necking | Kleinfelder | | 4 | 1 | 10 | 1.27 | 0000 | 113000 | 89000 | ok necking | Kleinfelder |
| |
|
Temperature
|
0 f
|
|
UTM
|
NA
|
|
Halo ID
|
na
|
