Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994326 DEA: 051C3604 EFIS: 0512000134
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-217-0.9/1.4
Work Description: REPLACE BRIDGE.
Location Description: SANTA BARBARA COUNTY NEAR GOLETA FROM 0.2 MILE EAST OF GOLETA SLOUGH BRIDGE TO 0.4 MILE EAST OF SAN JOSE CREEK BRIDGE
Contractor Name: MCM CONSTRUCTION
Contractor Address: 6413 32nd Street, North Highlands, Ca 95660
Resident Engineer: Manny Yogarajah Structure Rep.: Fabian Velasco
DIME Sample ID: 2025-04-07-1
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: 04/07/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/09/2025
The quantity of what the sample constitutes: 6 LOTS 804 hoops total
A brief description of the sample: #8 hoop 4'-8" dia
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RKR Steel Welding
Production or Authorization Testing: Authorization Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 1201036707
Hoop Manufacturer Lot Number(s): Lots 7 and 12
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #8
Diameter of Hoop: 4'-8"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Nucor
Welding Company: RKR Steel Welding
Coating Standards: Uncoated
Weld Type: Flash Welded
DIME Test ID: 2025-04-07-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/07/2025
Date Tested: 05/07/2025
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 | 7 | 8 | 0.79 | 71300 | 90500 | ok necking | Kleinfelder | | 2 | 7 | 8 | 0.79 | 72230 | 91500 | ok necking | Kleinfelder | | 3 | 7 | 8 | 0.79 | 71970 | 91000 | ok necking | Kleinfelder | | 4 | 7 | 8 | 0.79 | 71690 | 90500 | ok necking | Kleinfelder | | 1 | 12 | 8 | 0.79 | 71320 | 90500 | ok necking | Kleinfelder | | 2 | 12 | 8 | 0.79 | 72050 | 91000 | ok necking | Kleinfelder | | 3 | 12 | 8 | 0.79 | 71960 | 91000 | ok necking | Kleinfelder | | 4 | 12 | 8 | 0.79 | 71350 | 90500 | ok necking | Kleinfelder |
| |
|
UTM
|
NA
|
|
Temperature
|
0 f
|
