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Sample Record for 2024-11-27-4

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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: 2024-11-27-4
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: 11/27/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/02/2024
The quantity of what the sample constitutes: 4
A brief description of the sample: 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: Eaton
Intermediate Assembler or Fabricator:
Rebar Size: #11
Coupler Model: Erico Lenton A2
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): 9274, 8296225
Rebar Heat Number(s): 4111323
Rebar Size 2 :
Coupler Unique ID: ST-17-01

Test Results

Test 1 of 2

DIME Test ID: 2024-11-27-4-1
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 2 of 2

DIME Test ID: 2024-11-27-4-2
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
SampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
18296225111.560.00513928089282Atlas Technical ConsultantsMiguel Baltazar
28296225111.5600014056090103Atlas Technical ConsultantsMiguel Baltazar
38296225111.5600013643087455Atlas Technical ConsultantsMiguel Baltazar
48296225111.5600013351085583Atlas Technical ConsultantsMiguel Baltazar
Temperature 000 f
UTM NA
Halo ID 000