Sample Record for 2021-08-30-2
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Project Information
Project ID: 214892 DEA: 06442554 EFIS: 0612000176 COOP: 061699
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-46-29.7/31.9
Work Description: CONVERT 2-LANE TO 4-LANE HMA PAVEMENT AND CONSTRUCT NEW BRIDGE.
Location Description: KERN COUNTY AT AND NEAR LOST HILLS FROM 0.2 MILE WEST OF CALIFORNIA AQUEDUCT BRIDGE TO 1.4 MILES EAST OF LOST HILLS ROAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3005 James Road, Bakersfield, CA 93308
Resident Engineer: Trever Shiplee Structure Rep.: Gabriel Macias
Sample Information
DIME Sample ID: 2021-08-30-2
TL Number from the TL Form:
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: 08/30/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/03/2021
The quantity of what the sample constitutes: #6 x 3’-4” Ø ASTM A706 (1356 hoops)
A brief description of the sample: Lot 5 #6 x 3’-4” Ø ASTM A706 (1356 hoops)
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name: 50-0543L
The fabricator/manufacturer/facility name: TNT Rebar Nucor
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 1202034161
Hoop Manufacturer Lot Number(s): Lot 5
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #6
Diameter of Hoop: 3'-4"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Nucor
Welding Company: TNT Rebar
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test 1 of 3
DIME Test ID: 2021-08-30-2-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/07/2021
Date Tested: 09/03/2021
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: 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 | 6/19mm | 0.44 | 41133.23 | 93485 | OK Necking | fsaylor |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
Test 2 of 3
DIME Test ID: 2021-08-30-2-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/07/2021
Date Tested: 09/03/2021
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: 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 | 6/19mm | 0.44 | 40908.73 | 92974 | OK Necking | fsaylor |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
Test 3 of 3
DIME Test ID: 2021-08-30-2-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/07/2021
Date Tested: 09/03/2021
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: 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 | 6/19mm | 0.44 | 40427.74 | 91881 | OK Necking | fsaylor |
| |
UTM
|
400kip
|
Temperature
|
72 f
|