Sample Record for 2026-06-10-7
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: 2026-06-10-7
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 - Threaded Bar
Sample Taken Date: 06/10/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/24/2026
The quantity of what the sample constitutes: 4
A brief description of the sample: #9 Gr.75 all Threaded bars
From where was the sample collected: Distributor
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: William Form Engineering
Material Information
Production or Authorization Testing: Production Testing
Threaded Bar Specification: ASTM A615
Threaded Bar Grade: 75
Threaded Bar Type:
Rebar Size:
Nut Specification for Threaded Bar: ASTM A29/A108
System Manufacturer: Eaton Steel
Epoxy Coating Color: NA
Threaded Bar Application:
Coating Standards: Uncoated
Bar Heat Number(s): 1000124858, 1000126896
Nut Heat Number(s): 1000128766
Bar Lot Number:
Nut Lot Number:
Coupler Heat Number(s):
Coupler Grade:
Test Results
Test
DIME Test ID: 2026-06-10-7-1
Test Method: ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/07/2026
Date Tested: 07/07/2026
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
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4
|
| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Comments | Tested By | | 1A | 9 | 1000124858 | 1 | 117000 | 87230 | 0000 | A615 Bar and Nut | Kleinfelder | | 1B | 9 | 1000124858 | 1 | 122000 | 90010 | 10 | A615 Bar | Kleinfelder | | 2A | 9 | 1000126896 | 1 | 117000 | 90400 | 0000 | A615 Bar and Nut | Kleinfelder | | 2B | 9 | 1000126896 | 1 | 122000 | 98040 | 10 | A615 Bar | Kleinfelder |
| |
|
Temperature
|
0 f
|
|
UTM
|
NA
|
