Sample Record for 2022-02-23-6
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214337 DEA: 080E33U4 EFIS: 0817000075
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-115-R7.3/R10.0
Work Description: ADD WB AUX & EB DECEL LANES, WIDEN I15 SW CONNECT,RAMPS/BRDG
Location Description: SAN BERNARDINO COUNTY IN ONTARIO FROM 0.2 MILE WEST OF CUCAMONGA CREEK BRIDGE TO MILLIKEN AVENUE
Contractor Name: Ames Construction
Contractor Address: 391 North Main Street, Suite 302, Corona, CA 92880
Resident Engineer: Denise Sostrom Structure Rep.: Matt Bruce
Sample Information
DIME Sample ID: 2022-02-23-6
TL Number from the TL Form:
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 - Welded Hoops
Sample Taken Date: 02/23/2022
Date that the sample was received by the laboratory/organization performing the testing: 02/25/2022
The quantity of what the sample constitutes: 8 hoops from lot 1 and 3
A brief description of the sample: #6 hoop 2'-2" diameter
From where was the sample collected: Fabricator
Laboratory sample identification:
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): 1201036646
Hoop Manufacturer Lot Number(s): Lot 1 and 3
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #6
Diameter of Hoop: 2'-2"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Nucor
Welding Company: RKR Steel Welding
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test 1 of 6
DIME Test ID: 2022-02-23-6-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/03/2022
Date Tested: 03/02/2022
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: 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 | 1 | 6/19mm | 0.44 | 42698.88 | 97043 | Ok Necking | bewing |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
Test 2 of 6
DIME Test ID: 2022-02-23-6-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/03/2022
Date Tested: 03/02/2022
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: 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 | 1 | 6/19mm | 0.44 | 42515.59 | 96626 | Ok Necking | bewing |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
Test 3 of 6
DIME Test ID: 2022-02-23-6-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/03/2022
Date Tested: 03/02/2022
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: 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 | 1 | 6/19mm | 0.44 | 42359.00 | 96270 | Ok Necking | bewing |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
Test 4 of 6
DIME Test ID: 2022-02-23-6-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/03/2022
Date Tested: 03/02/2022
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: 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 | 3 | 6/19mm | 0.44 | 42234.11 | 95987 | Ok Necking | bewing |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
Test 5 of 6
DIME Test ID: 2022-02-23-6-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/03/2022
Date Tested: 03/02/2022
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: 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 | 3 | 6/19mm | 0.44 | 42332.47 | 96210 | Ok Necking | bewing |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
Test 6 of 6
DIME Test ID: 2022-02-23-6-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/03/2022
Date Tested: 03/02/2022
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: 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 | 3 | 6/19mm | 0.44 | 42287.22 | 96107 | Ok Necking | bewing |
| |
UTM
|
400kip
|
Temperature
|
72 f
|