Sample Record for 2018-03-09-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 209695 DEA: 08347704 EFIS: 0800000616
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-SR-58-0/12.9
Work Description: (Alternative Delivery) The CMGC project will upgrade SR 58 from 2- to 4-lanes in San Bernardino County from the Kern County line to 7.5 miles east of US-395.
Location Description: SR-58 / 395 Kramer Junction project. In San Bernardino County from the Kern County line to 7.5 miles east of US-395.
Contractor Name: KIEWIT INFRASTRUCTURE WEST CO.
Contractor Address: 2215 E 1ST STREET, VANCOUVER, WA 98661
Resident Engineer: Shaine Shahidi Structure Rep.: Osama Abdalla
Sample Information
DIME Sample ID: 2018-03-09-1
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Control
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 03/09/2018
Date that the sample was received by the laboratory/organization performing the testing: 03/13/2018
The quantity of what the sample constitutes: 500
A brief description of the sample: 9 A706 Grade 60 Rebar
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): 6502493803
Hoop Manufacturer Lot Number(s): Lot 1 and Lot 4
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 9
Diameter of Hoop: 7'-0"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Gerdau
Welding Company: RKR Steel Welding
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test 1 of 6
DIME Test ID: 2018-03-09-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/14/2018
Date Tested: 03/14/2018
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 | 1 | #9/29mm | 1 | 95770 | 95770 | Bar Broke | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 2 of 6
DIME Test ID: 2018-03-09-1-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/14/2018
Date Tested: 03/14/2018
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 | 1 | #9/29mm | 1 | 95350 | 95350 | Bar Broke | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 3 of 6
DIME Test ID: 2018-03-09-1-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/14/2018
Date Tested: 03/14/2018
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 | 1 | #9/29mm | 1 | 95360 | 95360 | Bar Broke | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 4 of 6
DIME Test ID: 2018-03-09-1-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/14/2018
Date Tested: 03/14/2018
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 | #9/29mm | 1 | 95020 | 95020 | Bar Broke | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 5 of 6
DIME Test ID: 2018-03-09-1-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/14/2018
Date Tested: 03/14/2018
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 | #9/29mm | 1 | 95590 | 95590 | Bar Broke | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 6 of 6
DIME Test ID: 2018-03-09-1-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/14/2018
Date Tested: 03/14/2018
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 | #9/29mm | 1 | 94990 | 94990 | Bar Broke | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
