My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
A non-structural steel special inspection final report-2015
Orono
>
Property Files
>
Street Address
>
K
>
Kelley Parkway
>
2730 Kelley Parkway - 33-118-23-12-0007
>
Misc
>
A non-structural steel special inspection final report-2015
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:45:43 PM
Creation date
3/28/2017 11:58:14 AM
Metadata
Fields
Template:
x Address Old
House Number
2700
Street Name
Kelley
Street Type
Parkway
Address
2700 Kelley Parkway
Document Type
Misc
PIN
3311823120007
Supplemental fields
ProcessedPID
Updated
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
41
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
Page 1 of 1 <br /> eRauN <br /> INTERTEC <br /> Special Inspection Daily Report <br /> City of Orono Page: 1 of 1 <br /> Reporf No.: #11 Date: September 16,2014 <br /> Projecf Name: Orono Police Dept.Expansion ProJect No.: 614-05902 <br /> ProJecf Address: 2730 Kelly Pkwy. Broun Infertec PM: MARK FLYNN <br /> Cllenl: City of Orono Client Project No.: <br /> Wecrther. Partly Cbudy Temperat�re: 65°F <br /> Type of Inspection: Inspection Coverage: <br /> ❑Continuous ❑Masonry � Rebar Placement ❑ Foundations ❑Special Cases <br /> ❑ Periodic ❑ Welding&Bolting �Concrete ❑ Fireproofing <br /> ❑ Piles&Piers ❑Tendon Placement �Soils <br /> Did the architect or engineer authorize changes to approved plans� Yes❑ (Listed Below) No � <br /> DascripHon and locaflon of work completed: <br /> -Observed the placement of rebar for Foundation Walls C�?Grid D.l to D.3 from 4.2 to 6. <br /> -Observed the placement of concrete for foundation walls at the grids listed above. Sampled and tested the concrete <br /> for slump,air content and temperature. Cast 1 set of 5-4x8 cylinder(Set#5�. <br /> -Observed the soils in the bottom of the footing excavation Q Grid A-4 to A-6 to 6.2-6 to C.2-6.9. Performed hand auger <br /> probes in the bottom of the excavation and the soils appear to be suitable for the designed footing bearing pressure of <br /> 2000 psf. <br /> Llat tests perfortned: <br /> Set#5-Slump:5 1/4",Air Content:5.9�0,Concrete Temperature: 72F,Sample#46045 <br /> . Are there any discrepancies noted from this days observations� Yes ❑ No � <br /> • Are there any outstanding discrepancies on this project8 Yes ❑ No � � <br /> • If yes,see attached Summary Sheet. <br /> • Report Discussed with and Given to Contractor: Yes � No ❑ <br /> Report Emalled to: <br /> Jack Broncryk jackbrnncryk�akrausandflrson.com <br /> To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications pnd <br /> applicable workmanship provisions of the current IBC,except as noted above. <br /> ,�%.�,z,,f--� Loosbrock, Tom <br /> I.D.No.: 1136593 <br /> Prouiding engineering and enuironmenta!solutions since 195'/ <br />
The URL can be used to link to this page
Your browser does not support the video tag.