Sample Record for 2017-12-18-21
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 210569 DEA: 083555V4 EFIS: 0814000086
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-42.5/46.0
Work Description: WIDEN I-15, RECONSTRUCT 3 IC'S, CONSTRUCT 2 NEW BR AND WIDEN 3 BR.
Location Description: SAN BERNARDINO COUNTY IN VICTORVILLE FROM 0.5 MILE NORTH OF MOJAVE DRIVE TO 1.5 MILE NORTH OF STODDARD WELLS ROAD OVERCROSSING
Contractor Name: Ames Construction
Contractor Address: 2000 AMES DRIVE, BURNSVILLE, MN 55306
Resident Engineer: Taghreed Al-Khateeb Structure Rep.: Ravinder Singh
Sample Information
DIME Sample ID: 2017-12-18-21
TL Number from the TL Form: Unknown
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: 12/18/2017
Date that the sample was received by the laboratory/organization performing the testing: 01/10/2018
The quantity of what the sample constitutes: 1 lot
A brief description of the sample: BarGrip XL Coupler
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Southcoast Steel
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Gerdau
Coupler Manufacturer: Bar Grip
Intermediate Assembler or Fabricator: Integrity Rebar
Rebar Size: 10
Coupler Model: XL
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): 71073403
Rebar Heat Number(s): 65027978
Rebar Size 2 :
Coupler Unique ID:
Test Results
Test 1 of 3
DIME Test ID: 2017-12-18-21-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 01/16/2018
Date Tested: 01/16/2018
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 | #10/32mm | 1.27 | -0.0007 | 130212 | 102530 | necking okay | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
2000KIP
|
|
Halo ID
|
Big
|
Test 2 of 3
DIME Test ID: 2017-12-18-21-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 01/16/2018
Date Tested: 01/16/2018
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 | #10/32mm | 1.27 | 0 | 119407 | 94021 | necking okay | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
2000KIP
|
|
Halo ID
|
Big
|
Test 3 of 3
DIME Test ID: 2017-12-18-21-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 01/16/2018
Date Tested: 01/16/2018
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 | #10/32mm | 1.27 | 0 | 130037 | 102390 | necking okay | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
2000KIP
|
|
Halo ID
|
Big
|
