Sample Record for 2016-08-19-10
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 7427 DEA: 07215934 EFIS: 0700001833
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-2.4/4.0
Work Description: Widen and Realign Freeway and Construct Ped OC, OC and UC Structures.
Location Description: LOS ANGELES COUNTY IN SANTA FE SPRINGS AND NORWALK FROM 0.1 MILE NORTH OF CARMENITA ROAD OVERCROSSING TO 0.1 MILE NORTH OF SILVERBOW AVENUE PEDESTRIAN OVERCROSSING
Contractor Name: FLATIRON WEST INC
Contractor Address: 1770 La Costa Meadows Drive, San Marcos, CA 92078
Resident Engineer: Mashhur Ali Structure Rep.: Steven Kim
Sample Information
DIME Sample ID: 2016-08-19-10
TL Number from the TL Form: C970404
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 - Welded Hoops
Sample Taken Date: 08/19/2016
Date that the sample was received by the laboratory/organization performing the testing: 08/25/2016
The quantity of what the sample constitutes: Unknown
A brief description of the sample: Flash Welded Rebar Hoops
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RKR Steel Welding
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 65024565
Hoop Manufacturer Lot Number(s): 4
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 6
Diameter of Hoop: 4'-1.5"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: RKR Steel
Welding Company: RKR Steel Welding
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test 1 of 3
DIME Test ID: 2016-08-19-10-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/29/2016
Date Tested: 08/26/2016
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: Bar Broke; OK Necking
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | 4 | #6/19mm | 0.44 | 42070 | 95610 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 2 of 3
DIME Test ID: 2016-08-19-10-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/29/2016
Date Tested: 08/26/2016
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: Bar Broke; OK Necking
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 2 | 4 | #6/19mm | 0.44 | 42180 | 95860 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 3 of 3
DIME Test ID: 2016-08-19-10-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/29/2016
Date Tested: 08/26/2016
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: Bar Broke; OK Necking
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 3 | 4 | #6/19mm | 0.44 | 42230 | 95980 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
