Sample Record for 2018-08-22-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 212687 DEA: 06442544 EFIS: 0612000175
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-46,5-31.5-33.2
Work Description: CONVERT 2-LANE TO 4-LANE CONVENTIONAL HIGHWAY.
Location Description: KERN COUNTY NEAR LOST HILLS FROM 1.0 MILE EAST OF LOST HILLS ROAD TO 0.7 MILE EAST OF ROUTE 46/5 SEPARATION
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVENUE, SYLMAR, CA 91342
Resident Engineer: Amarjit Dhaliwal Structure Rep.: Ramandeep Guraya
Sample Information
DIME Sample ID: 2018-08-22-1
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 08/22/2018
Date that the sample was received by the laboratory/organization performing the testing: 08/22/2018
The quantity of what the sample constitutes: 6 lots
A brief description of the sample: Resistance Butt Welded Hoops
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: TNT Rebar
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 6503132902
Hoop Manufacturer Lot Number(s): 4, 5, 7, 8, 9, 10
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 5
Diameter of Hoop: 1'-4"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: CMC Rebar and Nucor and Gredau
Welding Company: TNT Rebar
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test 1 of 18
DIME Test ID: 2018-08-22-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/29/2018
Date Tested: 08/28/2018
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 | 4 | #5/16mm | 0.31 | 32470 | 104740 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 2 of 18
DIME Test ID: 2018-08-22-1-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/29/2018
Date Tested: 08/28/2018
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 | 4 | #5/16mm | 0.31 | 31720 | 102320 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 3 of 18
DIME Test ID: 2018-08-22-1-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/29/2018
Date Tested: 08/28/2018
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 | 4 | #5/16mm | 0.31 | 30780 | 99290 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 4 of 18
DIME Test ID: 2018-08-22-1-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/29/2018
Date Tested: 08/28/2018
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 | 5 | #5/16mm | 0.31 | 31710 | 102290 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 5 of 18
DIME Test ID: 2018-08-22-1-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/29/2018
Date Tested: 08/28/2018
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 | 5 | #5/16mm | 0.31 | 31210 | 100680 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 6 of 18
DIME Test ID: 2018-08-22-1-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/29/2018
Date Tested: 08/28/2018
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 | 5 | #5/16mm | 0.31 | 31410 | 101320 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 7 of 18
DIME Test ID: 2018-08-22-1-7
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/29/2018
Date Tested: 08/28/2018
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 | 7 | #5/16mm | 0.31 | 30770 | 99260 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 8 of 18
DIME Test ID: 2018-08-22-1-8
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/29/2018
Date Tested: 08/28/2018
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 | 7 | #5/16mm | 0.31 | 31040 | 100130 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 9 of 18
DIME Test ID: 2018-08-22-1-9
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/29/2018
Date Tested: 08/28/2018
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 | 7 | #5/16mm | 0.31 | 31310 | 101000 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 10 of 18
DIME Test ID: 2018-08-22-1-10
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/29/2018
Date Tested: 08/28/2018
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 | 8 | #5/16mm | 0.31 | 29360 | 94710 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 11 of 18
DIME Test ID: 2018-08-22-1-11
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/29/2018
Date Tested: 08/28/2018
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 | 8 | #5/16mm | 0.31 | 31560 | 101810 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 12 of 18
DIME Test ID: 2018-08-22-1-12
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/29/2018
Date Tested: 08/28/2018
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 | 8 | #5/16mm | 0.31 | 31540 | 101740 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 13 of 18
DIME Test ID: 2018-08-22-1-13
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/29/2018
Date Tested: 08/28/2018
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 | 9 | #5/16mm | 0.31 | 31740 | 102390 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 14 of 18
DIME Test ID: 2018-08-22-1-14
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/29/2018
Date Tested: 08/28/2018
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 | 9 | #5/16mm | 0.31 | 31450 | 101450 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 15 of 18
DIME Test ID: 2018-08-22-1-15
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/29/2018
Date Tested: 08/28/2018
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 | 9 | #5/16mm | 0.31 | 31710 | 102290 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 16 of 18
DIME Test ID: 2018-08-22-1-16
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/29/2018
Date Tested: 08/28/2018
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 | 10 | #5/16mm | 0.31 | 30800 | 99350 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 17 of 18
DIME Test ID: 2018-08-22-1-17
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/29/2018
Date Tested: 08/28/2018
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 | 10 | #5/16mm | 0.31 | 31130 | 100420 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 18 of 18
DIME Test ID: 2018-08-22-1-18
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/29/2018
Date Tested: 08/28/2018
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 | 10 | #5/16mm | 0.31 | 31230 | 100740 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
