Sample Record for 2017-03-07-3
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 211767 Permit Numbers: 1114NMC0769 11166DP0562 1116NRT0493
QA Service Level: 1
DIST-CO-RTE-PM: 11--94-8.98/8.98
Work Description: enter upon State Highway right of way in San Diego County, City of Lemon Grove, on Route 94, post mile 8.98, to perform highway improvements, as shown on the attached plans, in accordance with the enclosed Standard Plan List for Electrical Systems, in accordance with the requirements and conditions
Location Description: ROUTE 94, LEMON GROVE
Contractor Name: HMS Construction, Inc.
Contractor Address: 2885 Scott Street, Vista, CA 92065
Resident Engineer: Nadine Martin Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2017-03-07-3
TL Number from the TL Form: C940295
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Acceptance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 03/07/2017
Date that the sample was received by the laboratory/organization performing the testing: 03/10/2017
The quantity of what the sample constitutes: 4
A brief description of the sample: Flash Welded Rebar Hoops
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): 4062060
Hoop Manufacturer Lot Number(s): 1
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 4
Diameter of Hoop: 2.2'-0"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: CMC
Welding Company: RKR Steel Welding
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test 1 of 3
DIME Test ID: 2017-03-07-3-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/14/2017
Date Tested: 03/13/2017
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 | #4/13mm | 0.2 | 19780 | 98900 | Bar Broke | Arnold |
| |
|
UTM
|
400KIP
|
|
Temperature
|
71 F
|
Test 2 of 3
DIME Test ID: 2017-03-07-3-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/14/2017
Date Tested: 03/13/2017
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 | #4/13mm | 0.2 | 19740 | 98700 | Bar Broke | Arnold |
| |
|
UTM
|
400KIP
|
|
Temperature
|
71 F
|
Test 3 of 3
DIME Test ID: 2017-03-07-3-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/14/2017
Date Tested: 03/13/2017
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 | #4/13mm | 0.2 | 19730 | 98650 | Bar Broke | Arnold |
| |
|
UTM
|
400KIP
|
|
Temperature
|
71 F
|
