Sample Record for 2020-01-14-12
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213617 DEA: 100P5504 EFIS: 1012000055
QA Service Level: 1
DIST-CO-RTE-PM: 10-AMA,STA-88,152-4.6
Work Description: Aqueduct bridge seismic retrofit. CURED IN PLACE PIPE LINER AT 0.6 MILES WEST OF MARIN LANE NEAR IONE IN AMADOR COUNTY.
Location Description: MERCED AND STANISLAUS COUNTIES AT VARIOUS LOCATIONS
Contractor Name: BRIDGEWAY CIVIL CONSTRUCTORS, INC.
Contractor Address: 4950 Allison Parkway, # A, Vacaville, CA 95688
Resident Engineer: Davinder Singh Structure Rep.: Sam Singh
Sample Information
DIME Sample ID: 2020-01-14-12
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Sacramento Field Office
Sample Organization Contact: (916) 2058871
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 01/14/2020
Date that the sample was received by the laboratory/organization performing the testing: 01/15/2020
The quantity of what the sample constitutes: 4
A brief description of the sample: #5 Rebar Complete Joint Penetration Weld Splice
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: West Coast Welding
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 067019
Hoop Manufacturer Lot Number(s): Lot 1
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 5
Diameter of Hoop: 1'-6"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Cascade
Welding Company: West Coast Welding
Coating Standards: Uncoated
Weld Type: Stick Welded
Test Results
Test 1 of 4
DIME Test ID: 2020-01-14-12-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 01/15/2020
Date Tested: 01/15/2020
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: Manuel weld, 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 | 1 | 5/16mm | 0.31 | 30385.24 | 98017 | Manuel weld, OK Necking | fsaylor |
| |
|
UTM
|
75kip
|
|
Temperature
|
72 f
|
Test 2 of 4
DIME Test ID: 2020-01-14-12-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 01/15/2020
Date Tested: 01/15/2020
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: Manuel weld, OK Necking, Broke At Weld
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 | 28941.22 | 93359 | Manuel weld, OK Necking, Broke At Weld | fsaylor |
| |
|
UTM
|
75kip
|
|
Temperature
|
72 f
|
Test 3 of 4
DIME Test ID: 2020-01-14-12-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 01/15/2020
Date Tested: 01/15/2020
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: Manuel weld, 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 | 1 | 5/16mm | 0.31 | 30374.73 | 97983 | Manuel weld, OK Necking | fsaylor |
| |
|
UTM
|
75kip
|
|
Temperature
|
72 f
|
Test 4 of 4
DIME Test ID: 2020-01-14-12-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 01/15/2020
Date Tested: 01/15/2020
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: Manuel weld, 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 | | 4 | 1 | 5/16mm | 0.31 | 30333.86 | 97851 | Manuel weld, OK Necking | fsaylor |
| |
|
UTM
|
75kip
|
|
Temperature
|
72 f
|
