Sample Record for 2024-11-22-8
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994326 DEA: 051C3604 EFIS: 0512000134
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-217-0.9/1.4
Work Description: REPLACE BRIDGE.
Location Description: SANTA BARBARA COUNTY NEAR GOLETA FROM 0.2 MILE EAST OF GOLETA SLOUGH BRIDGE TO 0.4 MILE EAST OF SAN JOSE CREEK BRIDGE
Contractor Name: MCM CONSTRUCTION
Contractor Address: 6413 32nd Street, North Highlands, Ca 95660
Resident Engineer: Manny Yogarajah Structure Rep.: Fabian Velasco
Sample Information
DIME Sample ID: 2024-11-22-8
TL Number from the TL Form:
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: 11/22/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/27/2024
The quantity of what the sample constitutes: 8
A brief description of the sample: #9 HRC 500/510
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Integrity Rebar Placers
Material Information
Production or Authorization Testing: Authorization Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Cascade Steel
Coupler Manufacturer: Headed Reinforcement Corporation Fountain Val
Intermediate Assembler or Fabricator:
Rebar Size: #9
Coupler Model: HRC 500-510
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): A224297/A232690
Rebar Heat Number(s): 388922
Rebar Size 2 :
Coupler Unique ID: TP-17-03
Test Results
Test 1 of 3
DIME Test ID: 2024-11-22-8-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Necking)
Verified Date: 12/06/2024
Date Tested: 12/02/2024
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?
|
Rebar
|
|
Sample 2 Visible Necking?
|
Yes
|
|
Sample 2 Location of Fracture?
|
Rebar
|
|
Sample 3 Visible Necking?
|
Yes
|
|
Sample 3 Location of Fracture?
|
Rebar
|
|
Sample 4 Visible Necking?
|
Yes
|
|
Sample 4 Location of Fracture?
|
Rebar
|
Test 2 of 3
DIME Test ID: 2024-11-22-8-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Slip)
Verified Date: 12/06/2024
Date Tested: 12/02/2024
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:
|
Sample 1 Total Slip
|
0.014 in
|
|
Sample 2 Total Slip
|
no data0 in
|
|
Sample 3 Total Slip
|
no data0 in
|
|
Sample 4 Total Slip
|
no data0 in
|
Test 3 of 3
DIME Test ID: 2024-11-22-8-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 12/06/2024
Date Tested: 12/02/2024
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) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | L159-196-24 | 9 | 1.00 | 102260 | 102260 | Atlas Technical Consultants | Miguel Baltazar | | 2 | L159-194-24 | 9 | 1.00 | 102180 | 102180 | Atlas Technical Consultants | Miguel Baltazar | | 3 | L159-194-24 | 9 | 1.00 | 101870 | 101870 | Atlas technical Consultants | Miguel Baltazar | | 4 | L159-194-24 | 9 | 1.00 | 101390 | 101390 | Atlas Technical Consultants | Miguel Baltazar |
| |
|
UTM
|
NA
|
|
Temperature
|
000 f
|
