My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
4422 29TH AVE SE 2019-01-11
>
Address Records
>
29TH AVE SE
>
4422
>
4422 29TH AVE SE 2019-01-11
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/11/2019 2:03:20 PM
Creation date
12/27/2018 8:47:43 AM
Metadata
Fields
Template:
Address Document
Street Name
29TH AVE SE
Street Number
4422
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.
/
45
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
OTTO ROSENAU & ASSOCIATES, INC. <br /> Geotechnical Engineering,Construction Inspection&Materials Testing <br /> CONCRETE REPORT <br /> Job Number: 16-0175 Report Number: RC354461 Permit Number: <br /> Project: Riverfront Simpson Client: Polygon Northwest <br /> Address: 4312 30th Drive SE,Everett Address: 11624 SE 5th Street,Bellevue <br /> Inspector(s): Andy Duong Date: 10/6/2017 <br /> Description/Location: Footings Bldg.208 permit#C1707-001,Bidg.209 permit#C1707-002,Bldg.252 permit#C1707-029, Bldg.223 <br /> permit#1706-015,Bldg.230 permit#C1706-019,and Bldg.245 permit#C1706-020 <br /> Resteel Verified: Yes 10/6/2017 Andy Duong(Grade 60) Mfg: Nucor <br /> PlacementData Design Actual Q Batch Weights/Cubic Xatcl <br /> Supplier: Miles Cement(lbs/type): 410# Type: I/H <br /> Mix Number: 18350FP Fine Agg.(lbs): 1520# <br /> Slump Spec: 4"±l" Coarse Agg.(lbs/size): 1560# 7/8" Slag(lbs): <br /> W/C Ratio Spec: 0.532 Coarse Agg.(lbs/size): 300# Pea Gravel <br /> Air Spec: See Note Coarse Agg.(lbs/size): <br /> Total Yards: 70 Fly Ash(lbs): 50# <br /> Placed Via: Pump Water(lbs or gal): 30 gal. <br /> Consolidated: Yes Admixtures(specify): <br /> Required Strength: 3000 psi at 28 days. <br /> Sampling and Testing Data Time Cubic Water Slump Air% Conc Temp Ambient Truck Ticket <br /> ASTM`C-172,C 31 Made Maids added ' C 143 C231 7,.':..C„1.004- ;Temp No NO, <br /> Cast Samples: 1-4 12:45 pm 10,00 0 gal. 4.25" N/A 69°F 60°F C183 197391 <br /> Weather: Partly Cloudy Slump Range: — Air%Range: -- <br /> Date Samples Picked Up: 10/9/2017 Initial Curing Method: AsiaC31,Exclude C31-1Z1.3 Initial Curing Temp: ASTM c31.Exclude C31.10.1.2 <br /> Comments <br /> On approved plan calls for 5+-1%air entrainment in the concrete but the CT engineer approved mix without air.A copy of engineer <br /> approval attached.Did not stay for entire placement. <br /> REINFORCING/PLACEMENT: Conforms:El Does Not Conform:❑ <br /> COMPRESSIVE TEST RESULTS <br /> Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type <br /> Number Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) <br /> 1 10/13/17 7 4 x 8 12.56 8.7 47,910 3810 5 <br /> 2 11/3/17 28 4 x 8 12.62 8.8 61,860 4900 5 <br /> 3 11/3/17 28 4 x 8 12.62 8.8 62,760 4970 5 <br /> 4 11/3/17 28 4 x 8 12.62 8.8 67,610 5360 3 <br /> *=Discarded ---. <br /> Tested in general accordance to: ASTMC39 J ASTMC617❑ ASTMC1231 ❑ <br /> Copies to: <br /> ❑Client ❑ Engineer ❑Building Dept <br /> ❑Owner I Contractor © Batch Plant Technical Responsibility: AA / <br /> ❑Architect ❑Others W jr ens: , roject Manager <br /> This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau&Associates,Inc. Reproduction of this <br /> report except in full,without written permission from our firm is strictly prohibited. <br /> 6747 M.L.King Way S.,Seattle,Washington 98118—Phone(206)725-4600 or 1-888-OTTO-4-US-Fax(206)723-2221 <br /> Form No.:ADMIN-62-04(Rev 09/06) <br />
The URL can be used to link to this page
Your browser does not support the video tag.