Sample Record for 2025-05-30-23
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994574 DEA: 050C7334 EFIS: 0518000116
QA Service Level: 1
DIST-CO-RTE-PM: 05-SCR-1-10.5/13.4
Work Description: CONSTRUCT OVERCROSSING AND AUXILIARY LANE/ Replace Capitola Ave OC + RWs and SWs
Location Description: SANTA CRUZ COUNTY IN AND NEAR CITY OF CAPITOLA FROM STATE PARK DRIVE OVERCROSSING TO 0.2 MILE NORTH OF BAY AVENUE UNDERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 580 West Beach Street, Watsonville, CA 95076
Resident Engineer: Fernando Dos Santos Structure Rep.: Daniel Dait
Sample Information
DIME Sample ID: 2025-05-30-23
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: 05/30/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/03/2025
The quantity of what the sample constitutes: 8
A brief description of the sample: Coupler
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: CMC
Coupler Manufacturer: HRC
Intermediate Assembler or Fabricator:
Rebar Size: #5
Coupler Model: HRC 500/510
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): 79013707
Rebar Heat Number(s): 4148669, 3500042213
Rebar Size 2 :
Coupler Unique ID: TP-17-03
Test Results
Test 1 of 1
DIME Test ID: 2025-05-30-23-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 06/10/2025
Date Tested: 06/10/2025
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: brian.ellis@dot.ca.gov
Organization Phone: (916) 380-8623
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
8
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | 4 | 5 | 0.31 | 0.003 | 29770 | 96000 | ok necking | Kleinfelder | | 2 | 4 | 5 | 0.31 | 0000 | 30200 | 97500 | ok necking | Kleinfelder | | 3 | 4 | 5 | 0.31 | 0000 | 30120 | 97000 | ok necking | Kleinfelder | | 4 | 4 | 5 | 0.31 | 0000 | 30670 | 99000 | ok necking | Kleinfelder | | 1 | 5 | 5 | 0.31 | 0.006 | 30150 | 97500 | ok necking | Kleinfelder | | 2 | 5 | 5 | 0.31 | 0000 | 30060 | 97000 | ok necking | Kleinfelder | | 3 | 5 | 5 | 0.31 | 0000 | 30030 | 97000 | ok necking | Kleinfelder | | 4 | 5 | 5 | 0.31 | 0000 | 29880 | 96500 | ok necking | Kleinfelder |
| |
|
Temperature
|
0 f
|
|
UTM
|
NA
|
|
Halo ID
|
na
|
