Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214697 DEA: 07307104 EFIS: 0714000213
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-101-32.8
Work Description: CONSTRUCT BRIDGE.
Location Description: LOS ANGELES COUNTY IN AND NEAR AGOURA HILLS FROM 0.1 MILE WEST OF LIBERTY CANYON ROAD UNDERCROSSING TO 0.6 MILE EAST OF PALO COMADO OVERCROSSING
Contractor Name: CA Rasmussen
Contractor Address: 28548 LIVINGSTON AVENUE, VALENICA CA 91355
Resident Engineer: Sam Toutounchian Structure Rep.: Mehrzad "Max" Moheb
DIME Sample ID: 2022-09-22-5
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: 09/22/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/30/2022
The quantity of what the sample constitutes: 770
A brief description of the sample: #6 Welded Hoops
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RKR Steel Welding
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 074822
Hoop Manufacturer Lot Number(s): 1-6
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #6
Diameter of Hoop: 3'-11"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Cascade
Welding Company: RKR Steel Welding
Coating Standards: Uncoated
Weld Type: Flash Welded
DIME Test ID: 2022-09-22-5-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/06/2022
Date Tested: 10/05/2022
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 | 40619.90 | 92318 | ok necking | spaine |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
DIME Test ID: 2022-09-22-5-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/06/2022
Date Tested: 10/05/2022
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 | 40771.29 | 92662 | ok necking | spaine |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
DIME Test ID: 2022-09-22-5-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/06/2022
Date Tested: 10/05/2022
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 | 40725.13 | 92557 | ok necking | spaine |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
DIME Test ID: 2022-09-22-5-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/06/2022
Date Tested: 10/05/2022
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: Broke at Weld
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 | 6 | 6/19mm | 0.44 | 40731.39 | 92571 | Broke at Weld | spaine |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
DIME Test ID: 2022-09-22-5-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/06/2022
Date Tested: 10/05/2022
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 | 6 | 6/19mm | 0.44 | 40770.57 | 92660 | ok necking | spaine |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
DIME Test ID: 2022-09-22-5-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/06/2022
Date Tested: 10/05/2022
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 | 6 | 6/19mm | 0.44 | 40557.84 | 92177 | ok necking | spaine |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
DIME Test ID: 2022-09-22-5-7
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/06/2022
Date Tested: 10/05/2022
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 | | 4 | 6 | 6/19mm | 0.44 | 41468.02 | 94245 | ok necking | spaine |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
