Sample Record for 2026-07-14-2
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Project Information
Project ID: 1001194 DEA: 051H4404 EFIS: 0516000074
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB,SLO-1-50.3/50.6,0.0/0.3
Work Description: SANTA MARIA RIVER BRIDGE (REPLACE).
Location Description: SANTA BARBARA AND SAN LUIS OBISPO COUNTIES IN AND NEAR GUADALUPE AT SANTA MARIA RIVER BRIDGE
Contractor Name: M.C.M. CONSTRUCTION, INC.
Contractor Address: 6413 32nd Street, North Highlands, Ca 95660
Resident Engineer: Jacob Cooper Structure Rep.: Sal Heredia
Sample Information
DIME Sample ID: 2026-07-14-2
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: 07/14/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/20/2026
The quantity of what the sample constitutes: 8
A brief description of the sample: #7 ASTM A706 GR.60
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: TNT Rebar
Material Information
Production or Authorization Testing: Authorization Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 9013708
Hoop Manufacturer Lot Number(s): 15, 20
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: CMC Rebar
Welding Company: TNT Rebar Company
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test
DIME Test ID: 2026-07-14-2-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/04/2026
Date Tested: 08/04/2026
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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8
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | 15 | 7 | 0.60 | 59210 | 98500 | ok necking | Kleinfelder | | 2 | 15 | 7 | 0.60 | 55390 | 92500 | ok necking | Kleinfelder | | 3 | 15 | 7 | 0.60 | 55180 | 92000 | ok necking | Kleinfelder | | 4 | 15 | 7 | 0.60 | 54800 | 91500 | ok necking | Kleinfelder | | 1 | 20 | 7 | 0.60 | 57360 | 95500 | affected zone | Kleinfelder | | 2 | 20 | 7 | 0.60 | 57820 | 96500 | ok necking | Kleinfelder | | 3 | 20 | 7 | 0.60 | 57390 | 95500 | ok necking | Kleinfelder | | 4 | 20 | 7 | 0.60 | 57700 | 96000 | ok necking | Kleinfelder |
| |
|
UTM
|
NA
|
|
Temperature
|
0 f
|
