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Testing Report for 2021-01-20-2-3

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

Project Information

DEA: 034E62U4
EFIS: 0319000068
Project ID: 214572
QA Service Level: 1
DIST-CO-RTE-PM: 03-ED-50-18.5/24.2
Work Description: CONSTRUCT UC, MED BARRIER, DRAINAGE SYSTEMS & HMA OVERLAY.
Location Description: EL DORADO COUNTY IN AND NEAR PLACERVILLE FROM MOSQUITO ROAD UNDERCROSSING TO SCHNELL SCHOOL ROAD UNDERCROSSING AND FROM 0.2 MILE WEST OF STILL MEADOW ROAD TO 0.2 MILE EAST OF CARSON ROAD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Nathan Alterton
Structure Rep.: Raymand Macy

Sample Information

DIME Sample ID: 2021-01-20-2
TL Number from the TL Form:
Sample Submitted By Organization: CT QASI - Los Angeles Field Laboratory
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 1/20/2021
Date that the sample was received by the laboratory/organization performing the testing: 1/22/2021
The quantity of what the sample constitutes: 4 Headed Bars from lot 1
A brief description of the sample: #9 headed bars
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: HRC CMC Rebar Gerdau

Material Information

Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 3096965
Head Manufacturer Lot Number(s): MM19106870 Lot 1
Rebar Size: #9
Headed Bar Model Name: HRC 150 T Heads
Size of Head: Full Size - 9x
Head Connection Type: Friction Weld
Head Shape: Circular
Rebar Manufacturer: CMC Steel California
Head Manufacturer: HRC
Head Fabricator: Nucor and Gerdau
Material Standard Code: ASTM A706

Test Information

DIME Test ID: 2021-01-20-2-3
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Date Tested: 1/22/2021
Verified Date: 1/25/2021
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
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
1 1 96067 96067 OK Necking fsaylor
Temperature: 72 f
UTM: 400kip