Sample Record for 2021-10-26-3
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 215164 DEA: 07317304 EFIS: 0715000237
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-60-0.0/R3.2,11.8/R21.5
Work Description: UPGRADE EXISTING OVERHEAD AND ROADSIDE SIGN PANELS.
Location Description: LOS ANGELS COUNTY FROM 0.4 MILE WEST OF ROUTE 5/60 SEPARATION TO ROUTE 60/710 SEPARATION AND FROM ROUTE 60/605 SEPARATION TO FAIRWAY DRIVE UNDERCROSSING
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 CONSTRUCTION CIRCLE WEST, IRVINE CA 92606
Resident Engineer: Myrna Dominguez Structure Rep.: Avtar Bains
Sample Information
DIME Sample ID: 2021-10-26-3
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 - Couplers
Sample Taken Date: 10/26/2021
Date that the sample was received by the laboratory/organization performing the testing: 11/02/2021
The quantity of what the sample constitutes: (16) #14 ZAP Coupler
A brief description of the sample: (16) #14 ZAP Coupler
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Camblin Steel Service
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: Double Row ZAP Screwlok Type 2 Series
Intermediate Assembler or Fabricator: Camblin Steel
Rebar Size: #14
Coupler Model: Double Zap Screwlok Type 2
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): MM20106095
Rebar Heat Number(s): 9002146
Rebar Size 2 : 14
Coupler Unique ID:
Test Results
Test 1 of 1
DIME Test ID: 2021-10-26-3-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 12/02/2021
Date Tested: 11/18/2021
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Number of Samples
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4
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| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | MM20106095 | #14 | 2.25 | 0.009 | 216920 | 96410 | Service Splice | Choi | | 2 | MM20106095 | #14 | 2.25 | 0 | 194890 | 86620 | Service Splice | Choi | | 3 | MM20106095 | #14 | 2.25 | 0 | 223800 | 99470 | Service Splice | Choi | | 4 | MM20106095 | #14 | 2.25 | 0 | 225630 | 100280 | Service Splice | Choi |
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Temperature
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72 f
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UTM
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NA
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Halo ID
|
Smith Emery Laboratory
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