Sample Record for 2019-08-06-2
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 212785 DEA: 04014114 EFIS: 0414000436
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-80-2.1
Work Description: CONSTRUCT MAINTENANCE BUILDING AND PARKING LOT
Location Description: IN ALAMEDA COUNTY IN OAKLAND AT THE SAN FRANCISCO-OAKLAND BAY BRIDGE MAINTENANCE YARD
Contractor Name: THOMPSON BUILDERS CORPORATION
Contractor Address: 250 Bel Marin Keys Blvd, #A, Novato, CA 94949
Resident Engineer: Behzad Halali Structure Rep.: Ahmed Moin
Sample Information
DIME Sample ID: 2019-08-06-2
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 - Couplers
Sample Taken Date: 08/06/2019
Date that the sample was received by the laboratory/organization performing the testing: 08/09/2019
The quantity of what the sample constitutes: 320
A brief description of the sample: 9 HRC 500-510 couplers
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Camblin Steel Service
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Gerdau CMC
Coupler Manufacturer: HRC Gerdau
Intermediate Assembler or Fabricator: Unknown
Rebar Size: 9
Coupler Model: 500/510
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): 351817, 73113004
Rebar Heat Number(s): 9001052, 6503249602
Rebar Size 2 : 9
Coupler Unique ID:
Test Results
Test 1 of 6
DIME Test ID: 2019-08-06-2-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 08/20/2019
Date Tested: 08/20/2019
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 Tested
|
1
|
Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 3 | | No. 9/29mm | 1 | 0 | 1 | 97660 | 97660 | OK Necking | fsaylor |
| |
UTM
|
400kip
|
Temperature
|
72.00 f
|
Halo ID
|
|
Test 2 of 6
DIME Test ID: 2019-08-06-2-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 08/20/2019
Date Tested: 08/20/2019
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 Tested
|
1
|
Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 2 | | No. 9/29mm | 1 | 0 | 1 | 97697 | 97697 | OK Necking | fsaylor |
| |
UTM
|
400kip
|
Temperature
|
72.00 f
|
Halo ID
|
|
Test 3 of 6
DIME Test ID: 2019-08-06-2-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 08/20/2019
Date Tested: 08/20/2019
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 Tested
|
1
|
Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 1 | | No. 9/29mm | 1 | -0.0117 | 1 | 98112 | 98112 | OK Necking | fsaylor |
| |
UTM
|
400kip
|
Temperature
|
72.00 f
|
Halo ID
|
Small
|
Test 4 of 6
DIME Test ID: 2019-08-06-2-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 08/20/2019
Date Tested: 08/20/2019
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 Tested
|
1
|
Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 1 | | No. 9/29mm | 1 | -0.01365 | 1 | 98109 | 98109 | OK Necking | fsaylor |
| |
UTM
|
400kip
|
Temperature
|
72.00 f
|
Halo ID
|
Small
|
Test 5 of 6
DIME Test ID: 2019-08-06-2-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 08/20/2019
Date Tested: 08/20/2019
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 Tested
|
1
|
Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 2 | | No. 9/29mm | 1 | 0 | 1 | 97800 | 97800 | OK Necking | fsaylor |
| |
UTM
|
400kip
|
Temperature
|
72.00 f
|
Halo ID
|
|
Test 6 of 6
DIME Test ID: 2019-08-06-2-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 08/20/2019
Date Tested: 08/20/2019
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 Tested
|
1
|
Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | | No. 9/29mm | 1 | 0 | 1 | 98006 | 98006 | OK Necking | fsaylor |
| |
UTM
|
400kip
|
Temperature
|
72.00 f
|
Halo ID
|
|