My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
INSTALL_2023
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
G
>
GRANT LINE
>
18095
>
2300 - Underground Storage Tank Program
>
PR0548699
>
INSTALL_2023
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/18/2024 3:23:19 PM
Creation date
10/3/2023 5:01:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2023
RECORD_ID
PR0548699
PE
2351
FACILITY_ID
FA0027873
FACILITY_NAME
ARCO AMPM-MOUNTAIN HOUSE
STREET_NUMBER
18095
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
MOUNTAIN HOUSE
Zip
95391
CURRENT_STATUS
03
SITE_LOCATION
18095 W GRANT LINE RD
QC Status
Approved
Scanner
SJGOV\lsauers1
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
130
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
P1-3 <br /> 14"Sp; f'c= 6,000 psi, 749 psi prestress with 446 Pile Details and Interaction Diagram. <br /> Region A Interaction(Dotted Line) Region C Interaction(Solid Line) <br /> Region B Interaction <br /> n STRAND IDEVELOPMENT LENGTH (2 pats-Dash Llne)------ V\\/V �m <br /> STRAND DEVELOPMENT LENGTH <br /> 'i <br /> See See Note 3 for S ral Wire.Min.3S ft See Note 4 for Spiral Wire. <br /> Note S 6 turns @ 1" pitch See Note 2--, '6 turns @1" pitch <br /> NOTE I; 14" SQUARE PILE, CONC. FSC = 6000 PSI, AREA (AG) = 194.88 SQ-IN. See Note <br /> NOTE 2; 6 - 1/2°rd 270K STRAND ON 9" CIRCLE, STRESSED TO 70% = 749 PSI ( FPC) <br /> NOTE 3; PROVIDE WII.O @ 2" PITCH FOR TOP 35 FT MINIMUM <br /> NOTE 4; PROVIDE W8.0 @ 2.875° PITCH WITH 2" COVER <br /> NOTE 5; 4-#6 REBAR(GR60) INSIDE SPIRAL WIRE Qj <br /> *' <br /> O <br /> NOTE 6; ALLOWABLE SERVICE LOAD BASED ON N =AG(0.33 F'C-0.27FPC) = 346 KIPS z <br /> N <br /> NOTE 7; PLEASE EMAIL US IF YOU LIKE TO SEE THE INTERACTION DIAGRAMS OF DIFFERENT vvi <br /> REBAR SIZES OR COMBINATIONS <br /> NOTE 8; THE INTERACTION DIAGRAM SHOWN BELOW IS A GUIDELINE ONLY. ACTUAL <br /> DESIGN MUST BE REVIEWED BY EOR FOR EACH PRO✓ECT. <br /> 1000 <br /> 900 FACTORED LOAD PILE INTERACTION DIAGRAM <br /> 800 <br /> 700 <br /> 600 — — — • <br /> 500 • <br /> 400 •• <br /> Y •+ <br /> c � <br /> 300 <br /> (L <br /> m <br /> } 200 <br /> a 10e •'• <br /> IL y-d%iGng[ kiecon.com Kie•CQnlr ••• <br /> L) 0 •.• 1 <br /> -100 <br /> Lu 000 <br /> 200 <br /> 0 <br /> Q -300 <br /> u- <br /> -400 <br /> -500 <br /> ••••• <br /> -600 Region A; At top of pile with rebars developed into pile <br /> Region B; From 6.83 ft from top of pile down,where strands and rebars <br /> -700 are fully developed. <br /> Region C; From bottom of rebar to 6.83 ft above bottom of pile.strands <br /> -800 fully developed. <br /> (20) 0 20 40 60 80 100 120 140 160 180 200 <br /> FACTORED MOMENT (oMn in kip-ft) <br /> Pile Manufacturer: KIE-CON Inc Web Site : Kiecon.com Tel:925/754-9494 Fax: 925/754-0624 <br /> 3551 Wilbur Ave Antioch Cali orina By: dwong@kiecon.com (Danny Wong) Page/Rev#: <br />
The URL can be used to link to this page
Your browser does not support the video tag.