Sample Record for 2017-03-31-2
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 211812 DEA: 030G4804 EFIS: 0315000225
QA Service Level: 1
DIST-CO-RTE-PM: 03-YOL-113,505-Var
Work Description: REHABILITATE BRIDGE DECKS
Location Description: YOLO COUNTY AT VARIOUS LOCATIONS
Contractor Name: MYERS AND SONS CONSTRUCTION, LP
Contractor Address: Unknown
Resident Engineer: JIE LIANG Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2017-03-31-2
TL Number from the TL Form: C558776
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 03/31/2017
Date that the sample was received by the laboratory/organization performing the testing: 04/03/2017
The quantity of what the sample constitutes: 4
A brief description of the sample: Dayton Bar lock couplers
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC Rebar Dayton Superior
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Service
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: CMC Rebar
Coupler Manufacturer: Dayton Superior
Intermediate Assembler or Fabricator: Unknown
Rebar Size: #4
Coupler Model: Dayton Bar lock couplers
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): A152317
Rebar Heat Number(s): 4063717
Rebar Size 2 :
Coupler Unique ID:
Test Results
Test 1 of 3
DIME Test ID: 2017-03-31-2-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 04/05/2017
Date Tested: 04/04/2017
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: necking okay
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | 1 | #4/13mm | 0.2 | 0.003 | 18176 | 90880 | necking okay | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
75KIP
|
|
Halo ID
|
Small
|
Test 2 of 3
DIME Test ID: 2017-03-31-2-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 04/05/2017
Date Tested: 04/04/2017
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: necking okay
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 2 | 1 | #4/13mm | 0.2 | 0 | 18199 | 90995 | necking okay | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
75KIP
|
|
Halo ID
|
Small
|
Test 3 of 3
DIME Test ID: 2017-03-31-2-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 04/05/2017
Date Tested: 04/04/2017
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: necking okay
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 3 | 1 | #4/13mm | 0.2 | 0 | 18196 | 90980 | necking okay | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
75KIP
|
|
Halo ID
|
Small
|
