Sample Record for 2016-12-16-2
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 211428 DEA: 044G5514 EFIS: 0415000086
QA Service Level: 1
DIST-CO-RTE-PM: 04-SM-82,84-1.4/25.1&23.1/24.1
Work Description: INSTALL CROSSWALK SAFETY ENHANCEMENTS
Location Description: SAN MATEO COUNTY AT VARIOUS LOCATIONS
Contractor Name: ST. FRANCIS ELECTRIC
Contractor Address: 975 Carden St., San Leandro, CA 94577
Resident Engineer: Fred Booshehri Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2016-12-16-2
TL Number from the TL Form: C741385
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: 12/16/2016
Date that the sample was received by the laboratory/organization performing the testing: 12/19/2016
The quantity of what the sample constitutes: 8
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
Material Information
Production or Authorization Testing: Authorization Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 582548
Hoop Manufacturer Lot Number(s): H07 H08
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 5
Diameter of Hoop: 2'-8"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Harris Salinas
Welding Company: Harris Rebar
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test 1 of 6
DIME Test ID: 2016-12-16-2-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 12/20/2016
Date Tested: 12/20/2016
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 | H07 | #5/16mm | 0.31 | 27326 | 88150 | necking okay | Brian |
| |
|
UTM
|
75KIP
|
|
Temperature
|
72 F
|
Test 2 of 6
DIME Test ID: 2016-12-16-2-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 12/20/2016
Date Tested: 12/20/2016
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 | H07 | #5/16mm | 0.31 | 27247 | 87890 | necking okay | Brian |
| |
|
UTM
|
75KIP
|
|
Temperature
|
72 F
|
Test 3 of 6
DIME Test ID: 2016-12-16-2-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 12/20/2016
Date Tested: 12/20/2016
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 | H07 | #5/16mm | 0.31 | 27068 | 87320 | necking okay | Brian |
| |
|
UTM
|
75KIP
|
|
Temperature
|
72 F
|
Test 4 of 6
DIME Test ID: 2016-12-16-2-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 12/20/2016
Date Tested: 12/20/2016
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 | H08 | #5/16mm | 0.31 | 27019 | 87160 | necking okay | Brian |
| |
|
UTM
|
75KIP
|
|
Temperature
|
72 F
|
Test 5 of 6
DIME Test ID: 2016-12-16-2-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 12/20/2016
Date Tested: 12/20/2016
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 | H08 | #5/16mm | 0.31 | 27007 | 87120 | necking okay | Brian |
| |
|
UTM
|
75KIP
|
|
Temperature
|
72 F
|
Test 6 of 6
DIME Test ID: 2016-12-16-2-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 12/20/2016
Date Tested: 12/20/2016
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 | H08 | #5/16mm | 0.31 | 27185 | 87690 | necking okay | Brian |
| |
|
UTM
|
75KIP
|
|
Temperature
|
72 F
|
