Sample Record for 2025-09-23-7
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000403 DEA: 120K91U4 EFIS: 1222000031
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-91-R9.2/R11.4
Work Description: CONST BRIDGES, RW, SW, PAVEMENT, DRAINAGE AND ELECTRICAL SYSTEMS.
Location Description: ORANGE COUNTY IN ANAHEIM FROM 0.9 MILE WEST TO 1.3 MILES EAST OF LAKEVIEW AVENUE OVERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 16700 Valley View Avenue Suite 300
Resident Engineer: Steve Kinaly Structure Rep.: Wei-Jen Lee
Sample Information
DIME Sample ID: 2025-09-23-7
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 09/23/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/29/2025
The quantity of what the sample constitutes: 426
A brief description of the sample: #6 welded hoop 5'-2"
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC Rebar
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 4150983
Hoop Manufacturer Lot Number(s): 1-3
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #6
Diameter of Hoop: 5'-2"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: CMC Arizona
Welding Company: CMC Rebar San Bernardino
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test 1 of 1
DIME Test ID: 2025-09-23-7-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/08/2025
Date Tested: 10/08/2025
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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8
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| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | 1 | 6 | 0.44 | 40540 | 92000 | ok necking | Kleinfelder | | 2 | 1 | 6 | 0.44 | 40500 | 92000 | ok necking | Kleinfelder | | 3 | 1 | 6 | 0.44 | 44130 | 100000 | ok necking | Kleinfelder | | 4 | 1 | 6 | 0.44 | 41640 | 94500 | ok necking | Kleinfelder | | 1 | 3 | 6 | 0.44 | 40790 | 92500 | ok necking | Kleinfelder | | 2 | 3 | 6 | 0.44 | 40780 | 92500 | ok necking | Kleinfelder | | 3 | 3 | 6 | 0.44 | 42740 | 97000 | broke in affected area | Kleinfelder | | 4 | 3 | 6 | 0.44 | 41750 | 95000 | ok necking | Kleinfelder |
| |
|
UTM
|
NA
|
|
Temperature
|
0 f
|
