Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 211700 DEA: 020H4304 EFIS: 0215000011 MINOR: 02A1540
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-97-0.9/1.2
Work Description: Construct Curb Ramps and
Location Description: In Siskiyou County in and near weed from 0.2 mile north of Alamo Avenue to Alameda Way
Contractor Name: SnL Group Inc
Contractor Address: 9818 Holton Way, Redding, CA 96003
Resident Engineer: Nicole Mallory Structure Rep.: Unknown
DIME Sample ID: 2016-11-28-1
TL Number from the TL Form: C741380
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 11/28/2016
Date that the sample was received by the laboratory/organization performing the testing: 11/29/2016
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: Harris Salinas
Production or Authorization Testing: Authorization Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 582535
Hoop Manufacturer Lot Number(s): H01
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 4
Diameter of Hoop: 2'-2"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Harris Salinas
Welding Company: Harris Rebar
Coating Standards: Uncoated
Weld Type: Flash Welded
DIME Test ID: 2016-11-28-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 12/01/2016
Date Tested: 11/30/2016
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: necking okay
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 | H01 | #4/13mm | 0.2 | 18988 | 94940 | necking okay | Brian |
| |
UTM
|
75KIP
|
Temperature
|
72 F
|
DIME Test ID: 2016-11-28-1-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 12/01/2016
Date Tested: 11/30/2016
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: necking okay
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 | H01 | #4/13mm | 0.2 | 18464 | 92320 | necking okay | Brian |
| |
UTM
|
75KIP
|
Temperature
|
72 F
|
DIME Test ID: 2016-11-28-1-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 12/01/2016
Date Tested: 11/30/2016
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: necking okay
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 | H01 | #4/13mm | 0.2 | 18385 | 91930 | necking okay | Brian |
| |
UTM
|
75KIP
|
Temperature
|
72 F
|