Sample Record for 2026-04-24-2
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1001281 DEA: 11430234 EFIS: 1118000029
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-805-0.1/14.6
Work Description: REPLACE CONC PVMT, CONSTRUCT AUX LANE & BIKE TRAIL, ELECT, & LANDSCAPE
Location Description: SAN DIEGO COUNTY IN SAN DIEGO, CHULA VISTA AND NATIONAL CITY FROM 0.3 MILE SOUTH OF ROUTE 805/5 SEPARATION TO ROUTE 805/15 SEPARATION
Contractor Name: GRIFFITH COMPANY
Contractor Address: 13400 Sabre Springs, Suite 200 | San Diego, CA 92128, San Diego, CA 92128
Resident Engineer: Jason Alsheikh Structure Rep.: Carlos Guzman
Sample Information
DIME Sample ID: 2026-04-24-2
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Sacramento Field Office
Sample Organization Contact: (916) 2058871
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 04/24/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/29/2026
The quantity of what the sample constitutes: 465 pcs
A brief description of the sample: #7 rebar 3'-6" hoops
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RKR Steel Welding
Material Information
Production or Authorization Testing: Authorization Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 387525
Hoop Manufacturer Lot Number(s): Lot #1-4
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #7
Diameter of Hoop: 3'-6"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Cascade Steel
Welding Company: RKR Steel Welding
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test
DIME Test ID: 2026-04-24-2-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/07/2026
Date Tested: 05/06/2026
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: complies
Additional Comments When Verified:
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Number of Samples
|
8
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | 1 | 7 | 0.60 | 55330 | 92500 | Broke in Effected Zone | Kleinfelder | | 2 | 1 | 7 | 0.60 | 56660 | 94500 | Okay Necking | Kleinfelder | | 3 | 1 | 7 | 0.60 | 55740 | 93000 | Okay Necking | Kleinfelder | | 4 | 1 | 7 | 0.60 | 56740 | 94500 | Okay Necking | Kleinfelder | | 1 | 4 | 7 | 0.60 | 55330 | 92000 | Okay Necking | Kleinfelder | | 2 | 4 | 7 | 0.60 | 55720 | 93000 | Okay Necking | Kleinfelder | | 3 | 4 | 7 | 0.60 | 55350 | 92500 | Okay Necking | Kleinfelder | | 4 | 4 | 7 | 0.60 | 56170 | 93500 | Okay Necking | Kleinfelder |
| |
|
UTM
|
NA
|
|
Temperature
|
0 f
|
