Sample Record for 2020-07-02-3
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214176 DEA: 033F0904 EFIS: 0312000056
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC,SJ-5,160-Var
Work Description: REPLACE STRUCTURAL CONCRETE BRIDGES, PLACE CIDH & CISS CONCRETE PILES.
Location Description: SACRAMENTO COUNTY AT NORTH SACRAMENTO UNDERCROSSING AND SACRAMENTO RIVER BRIDGE AND IN SAN JOAQUIN COUNTY AT MOKELUMNE RIVER BRIDGE
Contractor Name: Myers & Sons Construction
Contractor Address: 4600 Northgate Boulevard, Suite 100, Sacramento, CA 95834-1121
Resident Engineer: Mohssen Ghassemi Structure Rep.: Chuck Pazzi
Sample Information
DIME Sample ID: 2020-07-02-3
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Bay Area Field Office
Sample Organization Contact: (916) 284-6784
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 07/02/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/06/2020
The quantity of what the sample constitutes: 150
A brief description of the sample: #11 Mechanical Couplers
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: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: CMC Steel Arizona
Coupler Manufacturer: HRC
Intermediate Assembler or Fabricator: Camblin Steel Services Inc
Rebar Size: #11
Coupler Model: HRC 500/510
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): HRC 500 73116792 HRC 510 73117653
Rebar Heat Number(s): 4096075
Rebar Size 2 :
Coupler Unique ID:
Test Results
Test 1 of 1
DIME Test ID: 2020-07-02-3-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 07/07/2020
Date Tested: 07/06/2020
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: UTM used for testing was a Forney 600 kip; lab technician K. DeSouza.
Test Result Compliance: complies
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 | 3093841 | 11 | 1.56 | 0.027 | 146480 | 93867 | Pass | kleinfelder | | 2 | 3093841 | 11 | 1.56 | 0.027 | 146410 | 93853 | Pass | kleinfelder | | 3 | 3093841 | 11 | 1.56 | 0.027 | 146620 | 93987 | Pass | kleinfleder | | 4 | 3093841 | 11 | 1.56 | 0.027 | 147600 | 94615 | Pass | kleinfelder |
| |
|
Temperature
|
73 f
|
|
UTM
|
NA
|
|
Halo ID
|
NA
|
