Print Report | Back to Sample Detail

Sample Record for 2024-12-03-26

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 994875 DEA: 101F1804 EFIS: 1016000077 QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ-4-R16.0/R19.4
Work Description: BRIDGE WORK, CONCRETE BARRIER, AND INSTALL RAMP METER SYSTEM.
Location Description: SAN JOAQUIN COUNTY IN STOCKTON AT VARIOUS LOCATIONS FROM 0.3 MILE EAST OF ROUTE 4/5 SEPARATION TO 0.4 MILE WEST OF ROUTE 4/99 SEPARATION
Contractor Name: VIKING CONSTRUCTION COMPANY, INC.
Contractor Address: P.O. Box 1508, Rancho Cordova, CA 95741
Resident Engineer: Toafael Anwar Structure Rep.: Ron Matin

Sample Information

DIME Sample ID: 2024-12-03-26
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: 12/03/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/05/2024
The quantity of what the sample constitutes: 4
A brief description of the sample: Lenton Coupler
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC

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 Lenton
Intermediate Assembler or Fabricator:
Rebar Size: #8
Coupler Model: A2
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): A232296 M0204
Rebar Heat Number(s): 9004173
Rebar Size 2 :
Coupler Unique ID: ST-17-01
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2024-12-03-26-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 12/27/2024
Date Tested: 12/24/2024
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:
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 4
SampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1AA23229680.790.00037154090557Atlas Technical ConsultantsAtlas Technical Consultants
2AA23229680.790007076089570Atlas Technical ConsultantsAtlas Technical Consultants
3AA23229680.790007110090000Atlas Technical ConsultantsAtlas Technical Consultants
4AA23229680.790007090089747Atlas Technical ConsultantsAtlas Technical Consultants
Temperature 000 f
UTM NA
Halo ID 000

Test 2 of 2

DIME Test ID: 2024-12-03-26-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Necking)
Verified Date: 12/27/2024
Date Tested: 12/20/2024
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:
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