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Sample Record for 2020-09-28-17

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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: 2020-09-28-17
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (916) 227-7253
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 09/28/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/28/2020
The quantity of what the sample constitutes: 16 splices
A brief description of the sample: Dextra T-Head
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Myers and Sons Construction

Material Information

Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 3096949
Head Manufacturer Lot Number(s): 5076
Rebar Size: #8
Headed Bar Model Name: Large End Anchor
Size of Head: Full Size - 9x
Head Connection Type: Threaded
Head Shape: Circular
Rebar Manufacturer: CMC Rebar
Head Manufacturer: Dextra America
Head Fabricator: Dextra America
Material Standard Code: ASTM A706

Test Results

Test 1 of 3

DIME Test ID: 2020-09-28-17-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 10/01/2020
Date Tested: 09/29/2020
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: Ok Necking
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
10.797548695551Ok Neckingbewing
Temperature 72 f
UTM 400kip

Test 2 of 3

DIME Test ID: 2020-09-28-17-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 10/01/2020
Date Tested: 09/29/2020
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: Ok Necking
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
10.797515095126Ok Neckingbewing
Temperature 72 f
UTM 400kip

Test 3 of 3

DIME Test ID: 2020-09-28-17-3
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 10/01/2020
Date Tested: 09/29/2020
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: Ok Necking
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
10.797512795097Ok Neckingbewing
Temperature 72 f
UTM 400kip

Tests Assigned to this Sample

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