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 /> s Rau N <br /> INTERTEC <br /> Special Inspection Daily Report <br /> CI['�/ Of OfOnO Page: 1 of 1 <br /> Report No.: #17 Date: September 24,2014 <br /> Project Name: Orono Police Dept. Expansion ProJect No.: 814-05902 <br /> Projecf Address: 2730 Kelly Pkwy. Braun I�tertec PM: MARK FLYNN <br /> Client City of Orono Cllent Project No.: <br /> Weather. Partly Cloudy Temperaturo: 70°F <br /> Type of Inspection: Inspection Coverage: <br /> ❑ Continuous ❑ Masonry � Rebar Placement ❑ Foundptions ❑Special Cases <br /> ❑ Periodic ❑Welding&Bolting �Concrete ❑ Fireproofing <br /> ❑ Piles 8�Piers ❑Tendon Placement �Soils <br /> Did the architect or engineer authorize changes to approved plans� Yes❑ (Listed Below) No � <br /> Dsscription and IocaFion of work complefed: <br /> -Observed tfie placement of rebar for foundation wall @ Grid 8.9-6.2 to B.9-6.9 to C.2-6.9 and piers�Grid C to D from 1 <br /> to 1.9. <br /> -Observed the placement of concrete for foundation wall and piers at the grids listed above. Sampled and tested the <br /> concrete for slump,air content and temperature. Cast 1 set of 5-4x8 cylinder (Set#12). <br /> -Performed 3 compaction tests and 1 retest on interior wall backfill. The tests met project specifications of 95� <br /> compaction. <br /> List tests p�rfortned <br /> Set#12=Slump:4 1/2",Air Content:5.096,Concrete Temperature: 70F,Sample#47349 <br /> . Are there any discrepancies noted from this day's observations� Yes ❑ No � ' <br /> . Are there any outstanding discrepancies on this project� Yes ❑ No � <br /> . if yes,see attached Summary Sheet. , <br /> • Report Discussed with and Given to Contractor. Yes � No ❑ � <br /> Report Emalled fo: ' <br /> Jack Broncryk-jack.broncryk@krausanderson.com <br /> To the best of our knowledge,work inspected was done in accordance with the approved plans,spec'rfications pnd <br /> applicable workmanship provisions of the current IBC,except as noted above. <br /> �%�= Loosbrock, Tom <br /> I.D.No.: 1136593 <br /> -Providi�ig engineering and environmental solutions since 19� <br />
The URL can be used to link to this page
Your browser does not support the video tag.