Sample Record for 2016-06-24-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 209114 DEA: 040A7104 EFIS: 0400000160 COOP: 042550
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-880-28.4/29.2
Work Description: WIDEN ROADS, RECONSTRUCT RAMPS WITH HMA, REPLACE 2 CONC OVERCROSSINGS.
Location Description: ALAMEDA COUNTY IN ALAMEDA AND OAKLAND FROM 0.2 MILE SOUTH OF 29TH AVENUE OVERCROSSING TO 0.3 MILE NORTH OF 23RD AVENUE OVERCROSSING.
Contractor Name: RGW Construction
Contractor Address: 550 GREENVILLE ROAD, LIVERMORE CA 94550
Resident Engineer: Joy Cheung Structure Rep.: Maxime Dabilly
Sample Information
DIME Sample ID: 2016-06-24-1
TL Number from the TL Form: C711166
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: 06/24/2016
Date that the sample was received by the laboratory/organization performing the testing: 06/24/2016
The quantity of what the sample constitutes: 4
A brief description of the sample: Bartec Couplers
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Harris Rebar
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Nucor
Coupler Manufacturer: Dextra
Intermediate Assembler or Fabricator: Unknown
Rebar Size: #11
Coupler Model: Bartec
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): DL14401108
Rebar Heat Number(s): SE15104089 SE15104618
Rebar Size 2 : NA
Coupler Unique ID:
Test Results
Test 1 of 5
DIME Test ID: 2016-06-24-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 06/28/2016
Date Tested: 06/27/2016
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: complies
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 | C04 | #11/36mm | 1.56 | -0.0021 | 136989 | 87813 | necking okay | Fred |
| |
Temperature
|
72 F
|
UTM
|
2000KIP
|
Halo ID
|
Big
|
Test 2 of 5
DIME Test ID: 2016-06-24-1-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 06/28/2016
Date Tested: 06/27/2016
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: complies
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 | C04 | #11/36mm | 1.56 | 0 | 135651 | 86956 | necking okay | Fred |
| |
Temperature
|
72 F
|
UTM
|
2000KIP
|
Halo ID
|
Big
|
Test 3 of 5
DIME Test ID: 2016-06-24-1-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 06/28/2016
Date Tested: 06/27/2016
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: complies
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 | C04 | #11/36mm | 1.56 | 0 | 136526 | 87517 | necking okay | Fred |
| |
Temperature
|
72 F
|
UTM
|
2000KIP
|
Halo ID
|
Big
|
Test 4 of 5
DIME Test ID: 2016-06-24-1-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
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
Data has not been verified.
Test 5 of 5
DIME Test ID: 2016-06-24-1-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
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
Data has not been verified.