My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3810 RIVERFRONT BLVD BLDG B 2025-10-27
>
Address Records
>
RIVERFRONT BLVD
>
3810
>
BLDG B
>
3810 RIVERFRONT BLVD BLDG B 2025-10-27
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/27/2025 10:21:17 AM
Creation date
7/31/2025 10:20:58 AM
Metadata
Fields
Template:
Address Document
Street Name
RIVERFRONT BLVD
Street Number
3810
Tenant Name
BLDG B
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
544
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 2 <br />&Associates,Inc. <br />Geotechnical Engineering • Environmental Engineering <br />Construction Testing and Inspection <br />Field <br />Report NO.: 09621171623202IDS-1 <br />DATE: 6/23/2021 Set Count: 1 CONTRACTOR: Shelter Holdings <br />PROJECT #: 09621171 PERMIT #: B 1912-032 <br />rKtAbu i xivertront Buildnig B INSPECTOR: Daniel Sleeman <br />LOCATION: 3810 Riverfront Blvd JURISDICTION• City of Everett <br />KA P.M.: Jeff Mercer WEATHER: Clear TEMP: 65' F <br />REPORT# 005 <br />Krazan & Associates representative visited the site for construction observation and material testing. Miles sand & <br />Gravel delivered 36 cu-yd of mix# 10651 mortar for piles. Grout was conveyed to point of placement by a stationary <br />pump. Contractor installed the pre-fab reinforcing steel cages into grouted holes. The center #6 longitudinal bar was <br />then placed in the center of the gages. Lower center bar splice lap conforms with approved plans. Piles completed <br />today at locations: B-17, B-25A, B-36A, B36B, B-39B-48A, B-51, B-52. Abandoned holes B-25 and B-48 were <br />filled. See attached site plan. <br />Representative performed temperature test. One set of (5) 2x4 cylinders was cast for the determination of <br />compressive strength. See Grout Report #09621171MGR062321DS for strength test results. <br />Representative attended Building A pre -construction meeting. <br />Offices Serving the Western United States <br />Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 <br />The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report <br />indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept <br />responsibility for validity of results. The same information has been provided by others on site. The test results apply only to the specific locations, and items inspected or tested. <br />
The URL can be used to link to this page
Your browser does not support the video tag.