Sample Record for 2024-10-18-42
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000297 DEA: 010P0704 EFIS: 0124000162
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-1-82.1/92.9
Work Description: Major items of work include traffic control, reconstruct and stabilize roadway, install micropiles, roadway excavation, repair retaining wall, repair viaduct, restore drainage systems, erosion control and additional work as necessary.
Location Description: In Mendocino Bounty near Rockport from 9 miles South of Juan Creek Bridge to Juan Creek Bridge.
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 1324 S State Street, Ukiah CA 95482
Resident Engineer: Roozbeh Hadipour Structure Rep.: Juan Sanchez Ramos
Sample Information
DIME Sample ID: 2024-10-18-42
TL Number from the TL Form:
Sample Submitted By Organization: Kleinfelder, Incorporated - Sacramento
Sample Organization Contact: (916) 308-3701
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 10/18/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/24/2024
The quantity of what the sample constitutes: na
A brief description of the sample: #6 Lenton Form Saver Coupler
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Lenton
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: Lenton
Intermediate Assembler or Fabricator:
Rebar Size: #6
Coupler Model: Lenton Form Saver
Coating Standards: ASTM A775 epoxy
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): M0145
Rebar Heat Number(s): 1202061841
Rebar Size 2 :
Coupler Unique ID: ST-17-05
Test Results
Test 1 of 1
DIME Test ID: 2024-10-18-42-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 10/29/2024
Date Tested: 10/29/2024
Submitted By Organization: Kleinfelder, Incorporated - Sacramento
Organization Address: 9969 Horn Road,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95827
Organization Email: jslinkard@kleinfelder.com
Organization Phone: (916) 308-3701
General Comments for this Test: Service
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
4
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | M0145 | 6 | 0.44 | 0.001 | 37780 | 86000 | na | KD | | 2 | M0145 | 6 | 0.44 | 0 | 39980 | 91000 | na | KD | | 3 | M0145 | 6 | 0.44 | 0 | 39680 | 90000 | na | KD | | 4 | M0145 | 6 | 0.44 | 0 | 39850 | 90500 | na | KD |
| |
|
Temperature
|
72 f
|
|
UTM
|
NA
|
|
Halo ID
|
na
|
