Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001955 DEA: 061H6904 EFIS: 0625000252 COOP: NONE
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-190-42.75
Work Description: Install Sidehill Viaduct (Bridge No. 46-0285).
Location Description:
Contractor Name: CCFG Construction (Michael Niven)
Contractor Address: 17750 Wards Ferry Road, Sonora, CA 95370
Resident Engineer: Cesar Mandujano Structure Rep.: Ye Yang
DIME Sample ID: 2026-03-10-5
TL Number from the TL Form: L191-032-26
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: 03/10/2026
Date that the sample was received by the laboratory/organization performing the testing: 03/13/2026
The quantity of what the sample constitutes: 8
A brief description of the sample: #8 x 2'-6"
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC Rebar
Production or Authorization Testing: Authorization Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 4156315
Hoop Manufacturer Lot Number(s): 1 & 3
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #8
Diameter of Hoop: 2'-6"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: CMC
Welding Company: CMC Rebar
Coating Standards: Uncoated
Weld Type: Flash Welded
DIME Test ID: 2026-03-10-5-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/19/2026
Date Tested: 03/19/2026
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:
|
Number of Samples
|
8
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | 1 | 8 | 0.79 | 72710 | 92000 | ok necking | Kleinfelder | | 2 | 1 | 8 | 0.79 | 73180 | 92500 | ok necking | Kleinfelder | | 3 | 1 | 8 | 0.79 | 73130 | 92500 | ok necking | Kleinfelder | | 4 | 1 | 8 | 0.79 | 73220 | 92500 | ok necking | Kleinfelder | | 1 | 3 | 8 | 0.79 | 71630 | 90500 | ok necking | Kleinfelder | | 2 | 3 | 8 | 0.79 | 72410 | 91500 | ok necking | Kleinfelder | | 3 | 3 | 8 | 0.79 | 71970 | 91000 | ok necking | Kleinfelder | | 4 | 3 | 8 | 0.79 | 72240 | 91500 | ok necking | Kleinfelder |
| |
|
UTM
|
NA
|
|
Temperature
|
0 f
|
