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: 2024-10-16-62
TL Number from the TL Form:
Sample Submitted By Organization: Kleinfelder, Incorporated - Sacramento
Sample Organization Contact: (916) 308-3701
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 10/16/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/08/2024
The quantity of what the sample constitutes: 150
A brief description of the sample: HRC500/510 Coupled Rebar
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: HRC CMC Rebar
Production or Authorization Testing: Authorization 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: HRC500/510
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): 74133720 & 74135330
Rebar Heat Number(s): 9003412
Rebar Size 2 :
Coupler Unique ID: TF-17-01
DIME Test ID: 2024-10-16-62-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 11/12/2024
Date Tested: 11/12/2024
Submitted By Organization: Kleinfelder, Incorporated - Sacramento
Organization Address: 9969 Horn Road,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95827
Organization Email: jslinkard@kleinfelder.com
Organization Phone: (916) 308-3701
General Comments for this Test: * = 74133720/74135330
Test Result Compliance:
Additional Comments When Verified:
Number of Samples
|
4
|
Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 1 | 74133720/74135330 | 10 | 1.27 | 0.015 | 124920 | 98500 | na | ML | 2 | 74133720/74135330 | 10 | 1.27 | 0 | 124770 | 98000 | na | ML | 3 | * | 10 | 1.27 | 0 | 125270 | 98500 | na | ML | 4 | * | 10 | 1.27 | 0 | 124900 | 98500 | na | ML |
| |
Temperature
|
72 f
|
UTM
|
NA
|
Halo ID
|
na
|
DIME Test ID: 2024-10-16-62-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Necking)
Verified Date: 11/12/2024
Date Tested: 11/12/2024
Submitted By Organization: Kleinfelder, Incorporated - Sacramento
Organization Address: 9969 Horn Road,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95827
Organization Email: jslinkard@kleinfelder.com
Organization Phone: (916) 308-3701
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Necking Test Option
|
Necking Test Option II
|
Shape of the Sample
|
Straight Sample
|
Sample 1 Side A Percent Strain
|
10 %
|
Sample 1 Side B Percent Strain
|
no data0 %
|
Sample 2 Side A Percent Strain
|
no data0 %
|
Sample 2 Side B Percent Strain
|
15 %
|
Sample 3 Side A Percent Strain
|
no data0 %
|
Sample 3 Side B Percent Strain
|
14 %
|
Sample 4 Side A Percent Strain
|
12 %
|
Sample 4 Side B Percent Strain
|
no data0 %
|