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Sample Record for 2020-07-02-3

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

Project Information

Project ID: 214176 DEA: 033F0904 EFIS: 0312000056 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC,SJ-5,160-Var
Work Description: REPLACE STRUCTURAL CONCRETE BRIDGES, PLACE CIDH & CISS CONCRETE PILES.
Location Description: SACRAMENTO COUNTY AT NORTH SACRAMENTO UNDERCROSSING AND SACRAMENTO RIVER BRIDGE AND IN SAN JOAQUIN COUNTY AT MOKELUMNE RIVER BRIDGE
Contractor Name: Myers & Sons Construction
Contractor Address: 4600 Northgate Boulevard, Suite 100, Sacramento, CA 95834-1121
Resident Engineer: Mohssen Ghassemi Structure Rep.: Pazzi, Chuck

Sample Information

DIME Sample ID: 2020-07-02-3
TL Number from the TL Form:
Sample Submitted By Organization: Caltrans Vallejo Field Laboratory
Sample Organization Contact: (510) 774-6009
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 07/02/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/06/2020
The quantity of what the sample constitutes: 150
A brief description of the sample: #11 Mechanical Couplers
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Camblin Steel Service

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: CMC Steel Arizona
Coupler Manufacturer: HRC
Intermediate Assembler or Fabricator: Camblin Steel Services Inc
Rebar Size: #11
Coupler Model: HRC 500/510
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): HRC 500 73116792 HRC 510 73117653
Rebar Heat Number(s): 4096075
Rebar Size 2 :

Test Results

Test 1 of 1

DIME Test ID: 2020-07-02-3-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 07/07/2020
Date Tested: 07/06/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: UTM used for testing was a Forney 600 kip; lab technician K. DeSouza.
Additional Comments When Verified:
Number of Samples 4
SampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
13093841111.560.02714648093867Passkleinfelder
23093841111.560.02714641093853Passkleinfelder
33093841111.560.02714662093987Passkleinfleder
43093841111.560.02714760094615Passkleinfelder
Temperature 73 f
UTM NA
Halo ID NA

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.