Sample Record for 2022-01-13-6
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Project Information
Project ID: 215236 DEA: 081C6804 EFIS: 0812000343
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-74,79and371-Varies
Work Description: REPLACE STRUCTURAL CONCRETE BRIDGE, RETAINING WALL AND BOX CULVERT.
Location Description: RIVERSIDE COUNTY AT VARIOUS LOCATIONS
Contractor Name: Ortiz Enterprise
Contractor Address: 6 Cushing, Suite 200, Irvine, Ca 92618-4221
Resident Engineer: Nick Truong Structure Rep.: Arnel L. Vega
Sample Information
DIME Sample ID: 2022-01-13-6
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: 01/13/2022
Date that the sample was received by the laboratory/organization performing the testing: 01/24/2022
The quantity of what the sample constitutes: 4
A brief description of the sample: Mechanical Couplers
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dayton Superior
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Service
Material Standard Code: ASTM A615
Material Grade: 60
Rebar Manufacturer: CMC
Coupler Manufacturer: Dayton Superior
Intermediate Assembler or Fabricator:
Rebar Size: #5
Coupler Model: Bar Lock
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): 4000003067
Rebar Heat Number(s): 3109251
Rebar Size 2 :
Coupler Unique ID:
Test Results
Test 1 of 3
DIME Test ID: 2022-01-13-6-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 01/26/2022
Date Tested: 01/26/2022
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. 5/16mm | 1 | -0.003 | 0.31 | 29164 | 94076 | ok necking | spaine |
| |
UTM
|
400kip
|
Temperature
|
72.00 f
|
Halo ID
|
Small
|
Test 2 of 3
DIME Test ID: 2022-01-13-6-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 01/26/2022
Date Tested: 01/26/2022
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. 5/16mm | 1 | 0 | 0.31 | 29185 | 94146 | ok necking | spaine |
| |
UTM
|
400kip
|
Temperature
|
72.00 f
|
Halo ID
|
|
Test 3 of 3
DIME Test ID: 2022-01-13-6-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 01/26/2022
Date Tested: 01/26/2022
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. 5/16mm | 1 | 0 | 0.31 | 29221 | 94261 | ok necking | spaine |
| |
UTM
|
400kip
|
Temperature
|
72.00 f
|
Halo ID
|
|