Sample Record for 2019-10-07-5
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213520 DEA: 120M9004 EFIS: 1213000017
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-22-R5.6/R10.9
Work Description: RECHANNELIZE TO ENHANCE TRAFFIC FLOW
Location Description: ORANGE COUNTY AT VARIOUS LOCATIONS FROM 0.1 MILE WEST OF BROOKHURST STREET UNDERCROSSING IN GARDEN GROVE TO BEDFORD ROAD OVERCROSSING IN ORANGE
Contractor Name: POWELL CONSTRUCTORS, INC.
Contractor Address: 8555 Banana Avenue, Fontana, CA 92335
Resident Engineer: Adrian Wu Structure Rep.: Theodore Pham
Sample Information
DIME Sample ID: 2019-10-07-5
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: 10/07/2019
Date that the sample was received by the laboratory/organization performing the testing: 10/08/2019
The quantity of what the sample constitutes: 332
A brief description of the sample: #8 rebar hoop 4'-2" diameter
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martinez steel
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): PL17201674
Hoop Manufacturer Lot Number(s): 1 and 2
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 8
Diameter of Hoop: 4'-2"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Nucor Utah
Welding Company: Martinez Steel
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test 1 of 6
DIME Test ID: 2019-10-07-5-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/14/2019
Date Tested: 10/11/2019
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 | 8/25mm | 0.79 | 68722.76 | 86991 | Bar Broke, Ok Necking | bewing |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 2 of 6
DIME Test ID: 2019-10-07-5-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/14/2019
Date Tested: 10/11/2019
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 | 8/25mm | 0.79 | 68776.45 | 87059 | Bar Broke, Ok Necking | bewing |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 3 of 6
DIME Test ID: 2019-10-07-5-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/14/2019
Date Tested: 10/11/2019
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 | 8/25mm | 0.79 | 69106.60 | 87477 | Bar Broke, Ok Necking | bewing |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 4 of 6
DIME Test ID: 2019-10-07-5-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/14/2019
Date Tested: 10/11/2019
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 | 2 | 8/25mm | 0.79 | 67904.85 | 85956 | Bar Broke, Ok Necking | bewing |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 5 of 6
DIME Test ID: 2019-10-07-5-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/14/2019
Date Tested: 10/11/2019
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 | 2 | 8/25mm | 0.79 | 66603.06 | 84308 | Bar Broke, Ok Necking | bewing |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 6 of 6
DIME Test ID: 2019-10-07-5-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/14/2019
Date Tested: 10/11/2019
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 | 2 | 8/25mm | 0.79 | 67047.81 | 84871 | Bar Broke, Ok Necking | bewing |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
