Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 88887 DEA: PC-Barrier-STOCK EFIS: PC-Barrier-STOCK
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for precast barrier rail stock material.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2022-11-03-1
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: Authorization
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 11/03/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/14/2022
The quantity of what the sample constitutes: 10 Hoops
A brief description of the sample: ASTM A 706 #6 bar
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: Authorization Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 378222
Hoop Manufacturer Lot Number(s): Lot 1
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #6
Diameter of Hoop: 4'-2"
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: 2022-11-03-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 11/21/2022
Date Tested: 11/17/2022
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 in heat affected area
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 | 14 | 6/19mm | 0.44 | 40736.10 | 92582 | broke in heat affected area | spaine |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
DIME Test ID: 2022-11-03-1-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 11/21/2022
Date Tested: 11/17/2022
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 in heat affected area
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 | 14 | 6/19mm | 0.44 | 1930.63 | 4388 | broke in heat affected area | spaine |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
DIME Test ID: 2022-11-03-1-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 11/21/2022
Date Tested: 11/17/2022
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 | 14 | 6/19mm | 0.44 | 42021.21 | 95503 | Ok Necking | spaine |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
DIME Test ID: 2022-11-03-1-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 11/21/2022
Date Tested: 11/17/2022
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 | 14 | 6/19mm | 0.44 | 42250.66 | 96024 | Ok Necking | spaine |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
