Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993253 DEA: 033F0604 EFIS: 0312000052
QA Service Level: 1
DIST-CO-RTE-PM: 03-GLE-162-76.3/78.6
Work Description:
Location Description:
Contractor Name: GOLDEN STATE BRIDGE
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Dustin Watts Structure Rep.: Matt Crete
DIME Sample ID: 2022-12-12-7
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 12/12/2022
Date that the sample was received by the laboratory/organization performing the testing: 12/14/2022
The quantity of what the sample constitutes: 8
A brief description of the sample: #10 HRC Couplers
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC HRC
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: CMC
Coupler Manufacturer: HRC
Intermediate Assembler or Fabricator:
Rebar Size: #10
Coupler Model: HRC 500/510
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): 79001741 73126543
Rebar Heat Number(s): 4123141 6025850
Rebar Size 2 :
Coupler Unique ID: TP-17-03
DIME Test ID: 2022-12-12-7-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 12/22/2022
Date Tested: 12/15/2022
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. 10/32mm | 1 | -0.0032 | 1.27 | 120636 | 94989 | Ok Necking | spaine |
| |
|
UTM
|
2000kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
Large
|
DIME Test ID: 2022-12-12-7-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 12/22/2022
Date Tested: 12/15/2022
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. 10/32mm | 1 | 0 | 1.27 | 121626 | 95768 | Ok Necking | spaine |
| |
|
UTM
|
2000kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
DIME Test ID: 2022-12-12-7-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 12/22/2022
Date Tested: 12/15/2022
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. 10/32mm | 1 | 0 | 1.27 | 121293 | 95506 | Ok Necking | spaine |
| |
|
UTM
|
2000kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
DIME Test ID: 2022-12-12-7-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 12/22/2022
Date Tested: 12/15/2022
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. 10/32mm | 2 | -0.0159 | 1.27 | 120543 | 94916 | Ok Necking | spaine |
| |
|
UTM
|
2000kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
Large
|
DIME Test ID: 2022-12-12-7-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 12/22/2022
Date Tested: 12/15/2022
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. 10/32mm | 2 | 0 | 1.27 | 120643 | 94995 | Ok Necking | spaine |
| |
|
UTM
|
2000kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
DIME Test ID: 2022-12-12-7-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 12/22/2022
Date Tested: 12/15/2022
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. 10/32mm | 2 | 0 | 1.27 | 121554 | 95712 | Ok Necking | spaine |
| |
|
UTM
|
2000kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
