Sample Record for 2017-08-24-5
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 212357 DEA: 044K0904 EFIS: 0417000164 Permit Numbers: 0417NOP0443 04176DP0541 0417NRD0562 0415NMC2719
QA Service Level: 1
DIST-CO-RTE-PM: 04-SM-84-25.8/26.5
Work Description: Improve the intersection of Bayfront Expressway at Chrysler Drive by widening to accommodate additional left turn-lanes and bike lanes; and install signing, striping, curb ramps, and sidewalk per approved Project 0417000256 (EA No. 4K0904), on State Highway 04-SM-84, Post Miles 25.8/26.5, in the Ci
Location Description: Bayfront Expressway, Menlo Park
Contractor Name: WEBCORBUILDERS
Contractor Address: 207 King St., San Francisco, CA 94107
Resident Engineer: Fred Booshehri Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2017-08-24-5
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT HQ - QASI Bay Area Field Office
Sample Organization Contact: (916) 284-6784
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 08/24/2017
Date that the sample was received by the laboratory/organization performing the testing: 08/25/2017
The quantity of what the sample constitutes: 4 QA samples for each heat number
A brief description of the sample: Flash Welded hoops
From where was the sample collected: Fabricator
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): SE16104823, 158717
Hoop Manufacturer Lot Number(s): 1
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 5
Diameter of Hoop: 38", 32"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Nucore Cascade
Welding Company: Mission City Rebar
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test 1 of 6
DIME Test ID: 2017-08-24-5-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/28/2017
Date Tested: 08/25/2017
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: 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 | 1 | #5/16mm | 0.31 | 30776 | 99280 | necking okay | Fred |
| |
|
UTM
|
75KIP
|
|
Temperature
|
72 F
|
Test 2 of 6
DIME Test ID: 2017-08-24-5-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/28/2017
Date Tested: 08/25/2017
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: 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 | 1 | #5/16mm | 0.31 | 30618 | 98770 | necking okay | Fred |
| |
|
UTM
|
75KIP
|
|
Temperature
|
72 F
|
Test 3 of 6
DIME Test ID: 2017-08-24-5-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/28/2017
Date Tested: 08/25/2017
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: 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 | 1 | #5/16mm | 0.31 | 30688 | 98990 | necking okay | Fred |
| |
|
UTM
|
75KIP
|
|
Temperature
|
72 F
|
Test 4 of 6
DIME Test ID: 2017-08-24-5-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/28/2017
Date Tested: 08/25/2017
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: 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 | 1 | #5/16mm | 0.31 | 31341 | 101100 | necking okay | Fred |
| |
|
UTM
|
75KIP
|
|
Temperature
|
72 F
|
Test 5 of 6
DIME Test ID: 2017-08-24-5-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/28/2017
Date Tested: 08/25/2017
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: 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 | 1 | #5/16mm | 0.31 | 30739 | 99160 | necking okay | Fred |
| |
|
UTM
|
75KIP
|
|
Temperature
|
72 F
|
Test 6 of 6
DIME Test ID: 2017-08-24-5-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/28/2017
Date Tested: 08/25/2017
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: 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 | 1 | #5/16mm | 0.31 | 31342 | 101100 | necking okay | Fred |
| |
|
UTM
|
75KIP
|
|
Temperature
|
72 F
|
