Sample Record for 2016-05-31-5
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 210570 DEA: 100Y90U4 EFIS: 1015000055
QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ-99,15,163-18.4/23.0
Work Description: PLACE JPCP (RSC), COLD PLANE AC PAVEMENT, AND INSTALL RAMP METERING.
Location Description: SAN JOAQUIN COUNTY IN STOCKTON FROM 0.1 MILE SOUTH OF MARSH STREET PEDESTRIAN OVERCROSSING TO 0.1 MILE NORTH OF HAMMER LANE OVERCROSSING
Contractor Name: BAY CITIES PAVING & GRADING, INC.
Contractor Address: 1450 Civic Ct. BLDG B #400, Concord, CA 94520
Resident Engineer: Chris Hanson Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2016-05-31-5
TL Number from the TL Form: C741293
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: 05/31/2016
Date that the sample was received by the laboratory/organization performing the testing: 06/01/2016
The quantity of what the sample constitutes: 4
A brief description of the sample: Flash Welded Rebar Hoops
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mission City Rebar
Material Information
Production or Authorization Testing: Authorization Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): SE15102567
Hoop Manufacturer Lot Number(s): 1
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 5
Diameter of Hoop: 3'-2"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Mission City Rebar
Welding Company: Mission City Rebar
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test 1 of 3
DIME Test ID: 2016-05-31-5-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 06/07/2016
Date Tested: 06/03/2016
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: Bar Broke; OK Necking
Test Result Compliance: complies
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 | #5/16mm | 0.31 | 30270 | 97650 | Bar Broke | Brian |
| |
UTM
|
400KIP
|
Temperature
|
72 F
|
Test 2 of 3
DIME Test ID: 2016-05-31-5-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 06/07/2016
Date Tested: 06/03/2016
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: Bar Broke; OK Necking
Test Result Compliance: complies
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 | #5/16mm | 0.31 | 30540 | 98520 | Bar Broke | Brian |
| |
UTM
|
400KIP
|
Temperature
|
72 F
|
Test 3 of 3
DIME Test ID: 2016-05-31-5-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 06/07/2016
Date Tested: 06/03/2016
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: Bar Broke; OK Necking
Test Result Compliance: complies
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 | #5/16mm | 0.31 | 30760 | 99230 | Bar Broke | Brian |
| |
UTM
|
400KIP
|
Temperature
|
72 F
|