Sample Record for 2024-07-18-51
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993333 DEA: 04264724 EFIS: 0419000068
QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-101-R20.8/27.1
Work Description: CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL.
Location Description: MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE
Contractor Name: GHILOTTI CONSTRUCTION CO. INC. (RILEY GENAZZI & JOSH SERAFINO)
Contractor Address: 246 GHILOTTI AVE., SANTA ROSA, CA 95407
Resident Engineer: Fabio La Serna Structure Rep.: Jeremy Light
Sample Information
DIME Sample ID: 2024-07-18-51
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3672 - Novato Field Office
Sample Organization Contact: (916) 621-8033
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 07/18/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/24/2024
The quantity of what the sample constitutes: 4
A brief description of the sample: #9 Lenton
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 27-0090L
Structure name: FAOH Bridge
The fabricator/manufacturer/facility name: CMC Erico
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Service
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: CMC
Coupler Manufacturer: Erico
Intermediate Assembler or Fabricator:
Rebar Size: #9
Coupler Model: Lenton T2
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): A233654 / M0186
Rebar Heat Number(s): 9001592
Rebar Size 2 :
Coupler Unique ID: ST-17-01
Test Results
Test 1 of 3
DIME Test ID: 2024-07-18-51-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 07/26/2024
Date Tested: 07/26/2024
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: Service Splice
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples Tested
|
1
|
| Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | | No. 9/29mm | 1 | -0.0011 | 1 | 93576 | 93576 | Service Splice | aauvinen |
| |
|
UTM
|
400kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
Small
|
Test 2 of 3
DIME Test ID: 2024-07-18-51-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 07/26/2024
Date Tested: 07/26/2024
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: Service Splice
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples Tested
|
1
|
| Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 2 | | No. 9/29mm | 1 | 0 | 1 | 93499 | 93499 | Service Splice | aauvinen |
| |
|
UTM
|
400kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
Test 3 of 3
DIME Test ID: 2024-07-18-51-7
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 07/26/2024
Date Tested: 07/26/2024
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: Service Splice
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples Tested
|
1
|
| Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 3 | | No. 9/29mm | 1 | 0 | 1 | 95972 | 95972 | Service Splice | aauvinen |
| |
|
UTM
|
400kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
Tests Assigned to this Sample
| DIME Test ID | Test Method | Assigned Date | Test Date | Assigned By | Assigned Lab | Test Comments | Assigned To |
| 2024-07-18-51-1 | CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip) | 07/24/2024 | 07/26/2024 | Josh Velono | CT HQ - Sacramento Structural Materials Testing Laboratory | Please submit the results to Mr. Nou | |
| 2024-07-18-51-2 | CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip) | 07/24/2024 | 07/26/2024 | Josh Velono | CT HQ - Sacramento Structural Materials Testing Laboratory | Please submit results to Mr.Nou (Service Splice) | |
| 2024-07-18-51-3 | CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip) | 07/24/2024 | 07/26/2024 | Josh Velono | CT HQ - Sacramento Structural Materials Testing Laboratory | Please submit results to Mr.Nou (Service Splice) | |
| 2024-07-18-51-4 | CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip) | 07/24/2024 | 07/26/2024 | Josh Velono | CT HQ - Sacramento Structural Materials Testing Laboratory | Please submit results to Mr.Nou (Service Splice) | |
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