My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PERMFILE66808
DRMS
>
Back File Migration
>
Permit File
>
700000
>
PERMFILE66808
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 11:12:33 PM
Creation date
11/20/2007 9:33:13 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1999002
IBM Index Class Name
Permit File
Doc Date
4/20/1999
Doc Name
TR 1 TO APPLICATION GEOTECHNICAL ENGINEERING STUDY UPPER PLANT SITE
From
AMERICAN SODA
To
DMG
Media Type
D
Archive
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
59
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
M98168GE ~ • <br />observation and testing of structural fill is essential as an aid <br />to safeguard the quality and performance of the structural fill. <br />Testing of the structural fill normally includes tests to deter- <br />mine the grain size distribution, swell potential and moisture- <br />density relationship of the fill material to verify the material <br />suitability for use as structural fill. As the material is placed <br />the in place moisture content and dry density are tested to indi- <br />cate the relative compaction of the placed structural fill. We <br />recommend that your budget include provisions for observation and <br />testing of structural fill during construction. <br />Testing of the compacted fill material should include tests of <br />the moisture content and density of the fill material placed and <br />compacted prior to placement of additional fill material. we <br />suggest that a reasonable number of density teats of the fill <br />material can best be determined on a site, material and constructi- <br />on basis although ae a guideline we suggest one test per about each <br />300 to 500 square feet of each lift of fill material. Utility <br />trench backfill may need to be tented about every 100 linear feet <br />of lift of backfill. <br />15.2 Concrete Quality <br />It is our understanding current plans include reinforced struc- <br />tural concrete for foundations and walls and may include concrete <br />slabs-on-grade and pavement. To insure concrete members perform as <br />intended, the structural engineer should be consulted and should <br />address factors such as design loadings, anticipated movement and <br />deformations. <br />The quality of concrete ie influenced by proportioning of the <br />concrete mix, placement, consolidation and curing. Desirable <br />qualities of concrete include compressive strength, water tightness <br />and resistance to weathering. Engineering observations and testing <br />of concrete during construction is essential as an aid to safeguard <br />the quality of the completed concrete. <br />Testing of the concrete is normally performed to determine com- <br />pressive strength, entrained air content, slump and temperature. <br />We recommend that your budget include provisions for testing of <br />concrete during construction. We suggest that a reasonable frequen- <br />cy of concrete teats can beet be determined on a site, materials <br />and construction specific basis although as a guideline American <br />Concrete Institute, ACI, suggests one test per about each fifty <br />(50) cubic yards or portion thereof per day of concrete material <br />placed. <br />22 <br />~iam6err ana ~~~otiate~ <br />COMWLTIMO OIOTICMMICLL lMONI!!11! ~MD <br />~~Tl~I~I T!lTMO <br />
The URL can be used to link to this page
Your browser does not support the video tag.