Sample Record for 2025-02-20-10
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 209820 DEA: 04297634 EFIS: 0415000040 COOP: 042548
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-84,680-17.9/21
Work Description: ROUTE 84 WIDENING (4-LANE EXPRESSWAY) FROM I-680 TO PIGEON PASS, INCLUDING INTERSECTION, DRAINAGE IMPROVEMENTS AND UTILITY RELOCATION.
Location Description: ALAMEDA COUNTY IN AND NEAR SUNOL, PLEASANTON, AND LIVERMORE ON ROUTE 84 FROM 0.1 MILE EAST OF ROUTE 680 TO 0.1 MILE SOUTH OF RUBY HILL DRIVE AND ON ROUTE 680 FROM 1.2 MILES SOUTH TO 1.8 MILES NORTH OF ROUTE 84
Contractor Name: Bay Cities Paving & Grading
Contractor Address: 1450 Civic Ct. BLDG B #400, Concord CA, 94520
Resident Engineer: Paramjit Pandher Structure Rep.: Kristen We
Sample Information
DIME Sample ID: 2025-02-20-10
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3674 - Livermore
Sample Organization Contact: (510) 393-1493
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 02/20/2025
Date that the sample was received by the laboratory/organization performing the testing: 02/24/2025
The quantity of what the sample constitutes: 150
A brief description of the sample: HRC 500/510 Couplers
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 33-0765G
Structure name: Vallecitos Creek
The fabricator/manufacturer/facility name: HRC
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Service
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Camblin
Coupler Manufacturer: HRC
Intermediate Assembler or Fabricator:
Rebar Size: #11
Coupler Model: 500/510
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): 73130586, 73135166
Rebar Heat Number(s): 9003993
Rebar Size 2 :
Coupler Unique ID: TP-17-03
Test Results
Test 1 of 1
DIME Test ID: 2025-02-20-10-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 03/03/2025
Date Tested: 03/03/2025
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:
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 | 2 | 11 | 1.56 | .020 | 146370 | 94000 | ok necking | Kleinfelder | | 2 | 2 | 11 | 1.56 | 0000 | 147130 | 94500 | ok necking | Kleinfelder | | 3 | 2 | 11 | 1.56 | 0000 | 146080 | 93500 | ok necking | Kleinfelder | | 4 | 2 | 11 | 1.56 | 0000 | 146040 | 93500 | ok necking | Kleinfelder |
| |
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Temperature
|
0 f
|
|
UTM
|
NA
|
|
Halo ID
|
na
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