Sample Record for 2024-11-01-58
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000521 DEA: 010P2604 EFIS: 0124000213
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-101-59.9
Work Description: Bridge Deck Replacement
Location Description: Long Valley Creek Bridge
Contractor Name: Myers & Sons Construction
Contractor Address: 45 Morrison Ave, Sacramento, CA 95838
Resident Engineer: Roozbeh Hadipour Structure Rep.: Behdad Saebi
Sample Information
DIME Sample ID: 2024-11-01-58
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: 11/01/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/26/2024
The quantity of what the sample constitutes: 1290
A brief description of the sample: #5 Lenton Coupler
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC Erico
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Service
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: CMC
Coupler Manufacturer: Erico
Intermediate Assembler or Fabricator:
Rebar Size: #5
Coupler Model: A2
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): L9952 LA508
Rebar Heat Number(s): 4142917 6052300 4142866 4143016 4141949
Rebar Size 2 :
Coupler Unique ID: ST-17-01
Test Results
Test 1 of 4
DIME Test ID: 2024-11-01-58-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 12/09/2024
Date Tested: 12/06/2024
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: Atlas Technical Consultants
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 | LOT 1 | 5 | 0.31 | 0.0061 | 28260 | 91161 | Atlas Technical Consultants | Miguel Baltazar | | 2 | LOT 1 | 5 | 0.31 | 000 | 28810 | 92935 | Atlas Technical Consultants | Miguel Baltazar | | 3 | LOT 1 | 5 | 0.31 | 000 | 27190 | 87710 | Atlas Technical Consultants | Miguel Baltazar | | 4 | LOT 1 | 5 | 0.31 | 000 | 28450 | 91774 | Atlas Technical Consultants | Miguel Baltazar |
| |
|
Temperature
|
000 f
|
|
UTM
|
NA
|
|
Halo ID
|
000
|
Test 2 of 4
DIME Test ID: 2024-11-01-58-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Necking)
Verified Date: 12/09/2024
Date Tested: 12/06/2024
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: Atlas Technical Consultants
Test Result Compliance:
Additional Comments When Verified:
|
Necking Test Option
|
Necking Test Option I
|
|
Shape of the Sample
|
Straight Sample
|
|
Sample 1 Visible Necking?
|
Yes
|
|
Sample 1 Location of Fracture?
|
Threads
|
|
Sample 2 Visible Necking?
|
Yes
|
|
Sample 2 Location of Fracture?
|
Threads
|
|
Sample 3 Visible Necking?
|
Yes
|
|
Sample 3 Location of Fracture?
|
Threads
|
|
Sample 4 Visible Necking?
|
Yes
|
|
Sample 4 Location of Fracture?
|
Threads
|
Test 3 of 4
DIME Test ID: 2024-11-01-58-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 12/09/2024
Date Tested: 12/06/2024
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: Atlas Technical Consultants
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 | LOT 9 | 5 | 0.31 | 0.007 | 26260 | 84710 | Atlas Technical Consultants | Miguel Baltazar | | 2 | LOT 9 | 5 | 0.31 | 000 | 28920 | 93290 | Atlas Technical Consultants | Miguel Baltazar | | 3 | LOT 9 | 5 | 0.31 | 000 | 27680 | 89290 | Atlas Technical Consultants | Miguel Baltazar | | 4 | LOT 9 | 5 | 0.31 | 000 | 19100 | 61613 | Atlas Technical Consultants | Miguel Baltazar |
| |
|
Temperature
|
000 f
|
|
UTM
|
NA
|
|
Halo ID
|
000
|
Test 4 of 4
DIME Test ID: 2024-11-01-58-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 12/09/2024
Date Tested: 12/06/2024
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: Atlas Technical Consultants
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 | LOT 3 | 5 | 0.31 | 0.0021 | 29020 | 93613 | Atlas Technical Consultants | Miguel Baltazar | | 2 | LOT 3 | 5 | 0.31 | 000 | 29450 | 95000 | Atlas Technical Consultants | Miguel Baltazar | | 3 | LOT 3 | 5 | 0.31 | 000 | 28380 | 91548 | Atlas Technical Consultants | Miguel Baltazar | | 4 | LOT 3 | 5 | 0.31 | 000 | 27920 | 90065 | Atlas Technical Consultants | Miguel Baltazar |
| |
|
Temperature
|
000 f
|
|
UTM
|
NA
|
|
Halo ID
|
000
|
