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Testing Report for 2020-04-10-5-4

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

Project Information

DEA: 030H10U4
EFIS: 0317000246
Project ID: 213411
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-5-9.7/24.9
Work Description:
Location Description: Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Girmay Beyene
Structure Rep.: Luis Guzman

Sample Information

DIME Sample ID: 2020-04-10-5
TL Number from the TL Form:
Sample Submitted By Organization: CT QASI - Sacramento Field Laboratory
Sample Organization Contact: (916) 227-7263
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 4/10/2020
Date that the sample was received by the laboratory/organization performing the testing: 4/22/2020
The quantity of what the sample constitutes: 440
A brief description of the sample: HRC 555 Headed Reinforcement
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Camblin Steel Service, Benicia

Material Information

Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 073120
Head Manufacturer Lot Number(s): Lots 1 through 3
Rebar Size: #10
Headed Bar Model Name: HRC 555
Size of Head: Reduced Size - 4x
Head Connection Type: Inertia Weld
Head Shape: Circular
Rebar Manufacturer: Cascade Steel
Head Manufacturer: Camblin Steel Service
Head Fabricator: Camblin Steel Service
Material Standard Code: ASTM A706

Test Information

DIME Test ID: 2020-04-10-5-4
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Date Tested: 4/14/2020
Verified Date: 4/16/2020
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:
Organization Phone: (916) 227-7253
General Comments for this Test: Ok Necking
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Number of Headed Bar Samples: 1
Lot # Area (sqin) Peak Load (lbf) Tensile Strength (psi) Comments Tested By
3 1.27 119514 94105 Ok Necking bewing
Temperature: 72 f
UTM: 400kip