Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214342 DEA: 081F9904 EFIS: 0815000095
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-40.1/40.5
Work Description: LENGTHEN ACCELERATION LANE
Location Description: VICTORVILLE FROM 0.5 MILE TO 0.1 MILE SOUTH OF PALMDALE ROAD OVERCROSSING
Contractor Name: DB Electric Inc.
Contractor Address: 7056 Archibald St STE 102-404, Eastvale, CA 92880
Resident Engineer: Shaun Loza Structure Rep.: Unknown
DIME Sample ID: 2021-03-08-1
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: 03/08/2021
Date that the sample was received by the laboratory/organization performing the testing: 03/12/2021
The quantity of what the sample constitutes: 170
A brief description of the sample: #7 2'-0" diameter welded hoops
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC Etiwanda
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 4103611
Hoop Manufacturer Lot Number(s): Lot 1 and 2
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #7
Diameter of Hoop: 2'-0"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: CMC Arizona
Welding Company: CMC Rebar (Etiwanda)
Coating Standards: Uncoated
Weld Type: Flash Welded
DIME Test ID: 2021-03-08-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/16/2021
Date Tested: 03/12/2021
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 | 7/22mm | 0.6 | 60516.93 | 100862 | Ok Necking | bewing |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
DIME Test ID: 2021-03-08-1-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/16/2021
Date Tested: 03/12/2021
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 | 7/22mm | 0.6 | 60297.76 | 100496 | Ok Necking | bewing |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
DIME Test ID: 2021-03-08-1-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/16/2021
Date Tested: 03/12/2021
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 | 7/22mm | 0.6 | 60271.97 | 100453 | Ok Necking | bewing |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
DIME Test ID: 2021-03-08-1-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/16/2021
Date Tested: 03/12/2021
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 | 2 | 7/22mm | 0.6 | 60470.78 | 100785 | Ok Necking | bewing |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
DIME Test ID: 2021-03-08-1-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/16/2021
Date Tested: 03/12/2021
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 | 2 | 7/22mm | 0.6 | 60465.44 | 100776 | Ok Necking | bewing |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
DIME Test ID: 2021-03-08-1-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/16/2021
Date Tested: 03/12/2021
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 | 2 | 7/22mm | 0.6 | 60409.64 | 100683 | Ok Necking | bewing |
| |
UTM
|
400kip
|
Temperature
|
72 f
|