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1. 12 38 35 Dense wet black to dark gray gray SAND with occasional wood and organics grades to wet very soft gray black peaty clayey SILT 25 van shear stress 2 tsf 12 12 5 Very soft wet gray slightly silty CLAY with red brown peat very slight in plasticity becomes gray SILT mixed with REFUSE Boring completed at and depth of about 30 feet below the ground surface no recovery Remarks This is remarks This is for typing text text text all you want to type for the boring is here Up to 255 words can be typed in here Here here here here Plate 16 Date 09 04 08 File C Superlog4 PROJECT EX17_drw LOG SuperLog CivilTech Software USA www civiltech com Miik Company Name 5 B 1 1999 RIVERFROT COMDOM Maintai Ranier Washington Project FGH Driler Tacoma Drilling Proj No ED89698 23 Date West Side of Building Drilling Method Auger Elevation 234 Diameter 2 Water Table 12 Logged by Auger HD 1 Drawing 23 Sample Type Recovery Blow Count per 6 inches Blows Foot N Water Table o Depth ft BGS Graphic Log Materials Description Moisture Dense moist brown gray SAND Fill 12 23 23 52 31 38 60 4 50 5 12 15 Stiff moist to wet black reddish brown PEAT grades to wet very soft gray black peaty cl
2. 1 General 2 Sample 3 Lithology 4 Well Piezometer Sample Type Symbol Table Click to select and close table i Close E CES CN CS 16 Edit Figure 4 4 Sample Type Table Click to select and close table Press to edit sample types Selection You can either select a symbol on the left side of the table or text on the right side The table will close and the symbol name will import automatically into the Type column on Input Page 2 Sample Edit The symbol name and description can be edited Press the EDIT button to change to edit mode In edit mode the EDIT button changes to SAVE Save After editing you should press SAVE to save your work This turns off editing mode Close Select CLOSE to close the table without selecting a sample type Note A total of 30 symbols are available for your selection You can define the name and text for each symbol based on the standard of your firm The name of symbol should be easy to remember so that you can directly type in the cell without selecting from the table CivilTech Software Page 17 Soil Pattern Table This table only works with Input Page 3 Lithology It can be opened by double clicking on the Pattern column Figure 3 4 fi File Name UNTITLED Eile Logs Edit Tools Tables Output Help 5e B f aj toot ot roo GG oo E art
3. RIVERFROT COMDOM CIVILTECH SOFTWARE PROJ NO EVERETT WASHINGTON Pase 3 Date 09 04 08 File C Superlog4 PROJECT Ex04_note log SuperLog CivilTech Software USA www civiltech com B 1 1999 Project RIVERFROT COMDOM Date 2 3 99 Logged By 10 BGS ATD Drill Rig Auger F 123 Hole Dia 2 Inch Sampler HKJ Initial GW Depth 10 feet Final GW 46 5 feet Hole Elev 123 0 o s Description O 2 a 2 2 Remarks N z 5 3 808 8 5 5 5 a T T T 0 Dense moist brown gray SAND Fill FL KET 1 I i HH i 1 I i U HHP m HEL Type Remark here Stiff moist to wet black reddish brown PEAT PT EA w a Cen SSS pann beeen neater SSS pann pny AN 20 eee a Ce SSS pann A grades to wet very soft gray black peaty clayey SILT PASAY aa oer S Ce SSS pann aa Cain SSS pann pc panny SSS pann aaa Cain SSS pann Cay 38 7 o CASA v fine content 34 pc aia Dense wet black to dark gray gray SAND with SM E occasional wood and organics 52 m 31 grades to wet very soft gray black peaty clayey SILT 12 L N EE otes CivilTech Software This is note It shows on report A234 1 Bellevue WA Page 4 B 1 1999 Project RIVERFROT COMDOM Date 11 2 99 Logged By WJS Drill Rig Hole Dia 2 inch Sampler CGF Initial GW Depth 234 Final GW 256 Hole Elev 200 Date 09 04 08 File C Superlog4 PROJECT Ex05_drw log SuperLog Civil
4. Note 3 No programming skills are necessary to design your own template It does however require patience and practice of the procedures described in this chapter Generally it will take 1 to 5 hours to design a new template It is much easier to modify an existing template rather than start a new one CivilTech staff will gladly design a template for you for a reasonable fee saving you time and money Please contact us for a quote on your specific needs The Main Menu The main menu bar for Template Design pages have File Edit and View pull down menus at the top similar to the main menu on the data input pages Chapter 3 The File pull down menu has the following items New Template Clear the table and create a new template file Open Template Open an existing template file Save Template Save the current design template Save As Save the template file under a different name As Default Save the template as the default template The default template is the one that will load automatically when the user opens the program As Current Close Load the template as the current template for the current log in the Log data input screen Figure 3 2 and close the Template Design screen Figure 6 1 The Toolbar The Template Design screen toolbar includes the following items Open Open an existing template file Save Save the current template on the design screen Close Close Template Design screen Figure 6 1 and go bac
5. Sampling Steam Auger RIVERFROT COMDOM Logged By 2 SPT EVERETT WASHINGTON Toia Peper Auger HD lt Description Graphic amp Sample SPT Q Log Type N Value Date Started CGF Date Completed 200 Elevation erewr Groundwater 12 24 00 Remarks Dense moist brown gray SAND Fill Stiff moist to wet black reddish brown PEAT ig ao aro aro LA are grades to wet very soft gray black peaty clayey SILT US Us a Dense wet black to dark gray gray SAND with occasional wood and organics grades to wet very soft gray black peaty clayey SILT Very soft wet gray slightly silty CLAY with red brown peat very slight in plasticity becomes gray SILT mixed with REFUSE Boring completed at and depth of about 61 5 feet below the ground surface Groundwater was encountered at about 10 feet below the ground surface at the time of drilling 38 60 4 36 23 12 4 Silica Sand Type Remark here fine content 34 heave noted a van shear stress 2 tsf CIVILTECH CORPORATION Plate A 26 Date 09 04 08 File C Superlog4 PROJECT Ex27_test log SuperLog CivilTech Software USA www civiltech com E a 5 E Standard Penetration SOIL DESCRIPTION g s ele 55 g ez 50 2 E 5 lt os 2 m Blows per foot
6. SuperLog CivilTech Software USA www civiltech com Log of Test Boring TB 1 Project No MI 022001 50 Project JB Kenehan Location Waukesha WI Depth Description of Material Elevation ft Ground Surface Elevation Geological Sample Testing Origin No Type N W OC DD Pq tsf 3 1 2 Asphault Crushed Limestone Basecourse Pavement 1 FAS 20 sd 233 Fill brown very moist Fill silty sand with gravel brown very moist Fill silty sand with gravel Fill Organic Lean Cllay OR Buried Topsoil 1 14 02 w Silty Sand SM Coarse Alluvial End of Boring Sample from 0 to 12 inches with no set ret yoturet uretopureretpour putre ret tretr 45 Water Level Measurements Date 12 12 01 Crew Chief Paul K Date Time Depth ft Elevation ft Drilling Method Paul K Drilling Co 2 1 4 HSA 13 5 Plugging Procedure Bentonite Chip KTE Consultants Figure No 1 Date 09 04 08 File C Superlog4 PROJECT F29 log SuperLog CivilTech Software USA www civiltech com 602 Lila Avenue Milford OH 45150 Phone 513 831 6868 Fax 513 831 6894 TEST BORING LOG CLIENT Cingular Wireless BORING B 1 2002 PROJECT NAME Radio Towe
7. width of item specifies type of border no border left side border both sides right side border left alignment line at layers for all Lith input Rows 11 26 27 left alignment no line at layers for all Lith input Rows 11 26 27 this item will not show on Lith Table USCS Text to define layer Figure 3 4 If item text of Row 11 is same as thatof Row 10 Pattern then the text will be automatically becomes the same in Row 10 during input X W Y Align L C R lt blank gt Line W WN re Style Bw MON O Size 12 Description X W Y CivilTech Software left x coordinate of item width of item left alignment center alignment right alignment item not shown specifies type of border no border left side border both sides right side border normal fonts italic fonts italic and bold fonts bold fonts font size Text with text wrap in Lithology Table Figure 3 4 left x coordinate of item width of item Page 31 Align L left alignment line at layers for all Lith input Rows 12 A left alignment no line at layers for all Lith input Rows 12 lt blank gt this item will not show on Lith Table lt blank gt item not shown Line W specifies type of border Style Size 13 Depth 1 X W Y Align 0 no border 1 left side border 2 both sides 3 right side border normal fonts italic fonts italic and bold fonts boldfonts font size ON Show depth scale on repor
8. 20 grades to wet very soft gray black peaty clayey SILT 38 fine content 34 Dense wet black to dark gray gray SAND with SM occasional wood and organics 5a 31 grades to wet very soft gray black peaty clayey SILT 38 60 4 Very soft wet gray slightly silty CLAY with red brown CN 50 5 heave noted peat very slight in plasticity pa 36 CH 23 a 12 4 becomes gray SILT mixed with REFUSE 12 van shear stress 2 tsf 60 38 Boring completed at and depth of about 61 5 feet below END the ground surface Groundwater was encountered at E about 10 feet below the ground surface at the time of E drilling 70 Boring Log CivilTech Software Plate A 6 Date 09 04 08 File C Superlog4 PROJECT Ex07 log SuperLog CivilTech Software USA www civiltech com sius E E Page 7 CivilTech Software B 1 1999 9 555 116th Ave NE Suite 180 RIVERFROT COMDOM Job Number Bellevue WA 98004 EVERETT WASHINGTON AS3698 Elevation Driller Gregry Drilling Drilling Date Time Drill Method Steam Auger Started 3 12 99 12 30 AM Sample Method 2 SPT Finished 3 12 99 4 30 PM Borehold Diameter 2 Inch Water Level 10 Logged By WFG Checked By CHL a o o 5 5 o 3 g g 3 8 u a 2 Materials Description E S o o o A 2 3 a a S e a E Oo Wit Dense moist brown gray SAND Fill
9. Surface Elevation Approx CGF a A 25 z oF x Pa e aler cani APPIA o 0 10 20 30 40 50 60 Dense moist brown gray SAND Fill ma 24 al Stiff moist to wet black reddish brown PEAT 5 5 O __ 3 12 pos 24 i E 41 100 80 Jal 1 40 Y 10 7 grades to wet very soft gray black peaty clayey SILT LL k 23 A pa ae Y LEE ee A AL 20 1245 15 R 70 7 8 M 18 36 9 x 27 i d zaj 20 20 Dense wet black to dark gray gray SAND with occasional gt wood and organics E f 100 7 B i E m sz a 25 25 E grades to wet very soft gray black peaty clayey SILT 23 23 Very soft wet gray slightly silty CLAY with red brown peat 132 6 very slight in plasticity E aa LL becomes gray SILT mixed with REFUSE Prz 1458 a 1 30 4 30 kki es isl 35 Boring completed at and depth of about 30 feet below the END ground surface m m 35 35 Date Completed 2 23 99 Driller 32 feet Equipment 12 12 89 Drilling Method Auger HD 1 Hammer System 12 24 00 This is remarks This is for typing text text text all you want to type for the boring is here Up to 255 words can be typed in here Here here here here RIVERFROT COMDOM 2345 A CivilTech Software LOG OF BORING B 1 1999 City of Seattle FIGURE A 20 Logged by JKN Reviewed by VNF Date 09 04 08 File C Superlog4 PROJECT F28 log
10. Testl X Upper and lower limits of the test data specified for test X Testl Y Upper and lower limits of the test data specified for test Y Testl Z Upper and lower limits of the test data specified for test Z Preview Screen The Design Template can be previewed and printed through the Preview Screen as shown in Figure 6 5 This screen has the same functions described for the log Preview screen in Chapter 5 Figure 5 1 E Close Ey Print Zoomz 076 B nf a Pastol all e 7 7 Z Y FA J Surface Elevation Log Text 2 F amp Ls Az SS AS Boring Date Log Text 3 e SLs LS Le Boring Location Log Text 4 ES PE LS LESS ARS PLE JEES Drilling Method Log Text 5 Kio wo cam ser M 7 jusc This isthe description of sol This is the description of soil This is h the description of soil This is the description of soil 7 A 4 Lon z Z E w Gam SPT IB USC This is the description of soil This is the description of soil This is A the description of soil This is the description of soil Z A Fm 4 y 2 wo Gam spr M use Thisis the description of soil This is the description of soil This is A the description of soil This is the description of soil Y A 7 H180 A Z ws cem ser m Yuso Tns isme deserton of soi This is ne desergton orson This is NE h the description of soil This is the description of soil
11. on the main menu bar and select Save Path as Default There are three EXE programs in the program package SuperLog EXE The main program to generate log reports The design utility is also inside ViewDemo EXE A program demonstrating all attached templates View EXE A royalty free viewing utility to view the saved report see All Logs Report in Chapter 5 FAQs Q Can I change templates after a log is created A Yes Click Tools then Change Template However the new template may not have the same data structures as the previous one Some adjustments may be necessary Q Can I have different templates for each log in the same project A Only one template per log file is allowed You can create two log files for one project each having its own template Or you can change the template for a single log print it and then change the format back again Q Does the program support a graphical format for the test data A Yes In the Template Design area you can specify whether the test data will be presented graphically You also need to set the lower limit and upper limit of the test data For example SPT or Moisture Contents can be presented with graphics Q Does the program support monitoring wells A Yes See the Well section Q How do I start a new line in the Description A Entering a tilde between two letters moves the next letter to a new line CivilTech Software Page 4 CHAPTER 3 DATA
12. ooo oo Figure 6 4 Template Design Screen Page 3 Sy CivilTech Software Page 37 Rectangle Table 6 This table formats the rectangular box bordering the log report XI X2 Y1 Y2 Thick Bitmap Table 7 x coordinate of upper left corner of rectangle x coordinate of lower right corner of rectangle y coordinate of upper left corner of rectangle y coordinate of lower right corner of rectangle thickness of line This table helps you to load up to 4 bitmap files for company logos The files must in bmp emf or wmf format Double click a raw to open a bmp file The file path and file name will be loaded in the table You must have the file in a short name and easy path A long path or long file name will be truncated In the X Y columns type the location of the up right corner of the logo W and H are for the height and width of the logo Page Layout Items Template Top and Left Margin Log Top Y0 Log Length Y bottom Ybot General Font Units English Metric S I Company Title and Logo Company Title The x and y coordinates of the upper left corner of the template The y coordinate on the paper where the log drawing starts Define the length of the log Input 6 or 7 inches The y coordinate on the paper where the log drawing ends Ybot is automatically set and is not changeable Specifies the font you wish to use in your template The button next to it allows you to change the font settings
13. 03 Id 1 U 1 it Tt PT Stiff moist to wet black reddish brown PEAT w grades to wet very soft gray black peaty clayey SILT TH SM Dense wet black to dark gray gray SAND with occasional wood and organics grades to wet very soft gray black peaty clayey SILT Very soft wet gray slightly silty CLAY with red brown peat very slight in plasticity Job Number RIVERFROT COMDOM Location EVERETT WASHINGTON CivilTech Software Engineering and Environmental Plate A9 Date 09 04 08 File C Superlog4 PROJECT Ex10 log SuperLog CivilTech Software USA www civiltech com Project RIVERFROT COMDOM EVERETT WASHINGTON B 1 1999 Boring Location West Coenrt of teh Building Date Started 3 11 99 Date Finished 3 12 99 Drilling Method Steam Auger Water encountered at 10 feet during drilling It droped down to 24 feet 5 days late Hammer Weight 300 Drop 30 Inches Sampler Split Spoon Depth Lith Samples Laboratory feet ology Material Description 3 2 p 2 UU E gt GA W ij Surface Elevation 234 z A psf akit Dense moist brown gray SAND Fill REKE 1 12 120 Stiff moist to wet black reddish brown PEAT 2 20 120 Y grades to wet very soft gray black peaty clayey SILT 3 4 MM 38 27 El Dense
14. Allows you to control which units you d like to use Check to use English units e g feet Check to use Metric units e g meters Allows you to specify the location of your company title and logo on the template Type your company name in the text field You may change font settings by clicking the font button below it Company Title Top Left Enter the x and y coordinates where you want the Logo File Path Logo Top Left Height Width company title to appear on the template The path where your logo file is located or browse and search for it by clicking the button The logo file can be in BMP or WMF format The x coordinate y coordinate height and width of the logo Show Logo checkbox Check the box if you wish to show the logo CivilTech Software Page 38 Default Log End Text The text entered here will be automatically entered at the bottom of the bore hole when the depth entered in the Lithology Table Figure 3 4 equals or is larger than the hole depth specified in Log data Input Page 1 Figure 3 1 Typical text would be boring completed at depth of If you do not want any text to be added leave it blank Graphical Range If graphical test presentation is specified in Main Table 3 on Template Design Page 1 Figure 6 1 for SPT and Tests Rows 4 to 7 in Main Table 3 and the X Y Z are specified in the Align column of Main Table 3 the corresponding test limits see below should be input
15. DC Driving Casing MD Mud Drilling Page 1 B 1 80 0 60 a180 Bo a9ueJ ug 3POYANPBOMISdns 9 ayy UWOD YDGIJIAJO MMM YSN SIEMYJOS YI IAI BoT1edns Date 09 04 08 File C Superlog4 PROJECT Fence2 log SuperLog CivilTech Software USA www civiltech com Dense moist brown gray SAND Fill Se Stiff moist to wet mw black reddish brown PEAT grades to wet very soft gray black peaty clayey SILT Dense wet black to dark gray gray SAND with occasional wood and organics grades to wet very soft gray black peaty clayey SILT Very soft wet gray slightly silty CLAY with red brown peat very slight in plasticity
16. be reproduced stored in a retrieval system or transmitted in any form or by any means electronic mechanical photocopying recording or otherwise without prior written consent from CivilTech Corporation Copyright O 2007 CivilTech Corporation All rights reserved Simultaneously published in the U S and Canada Printed and bound in the United States of America Published by CivilTech Software 10800 NE 8 Street Suite 820 Bellevue WA 98004 U S A Sale E mail sale Eciviltechsoftware com Tech E mail techsupport civiltechsoftware com Web Site www civiltechsoftware com CivilTech Software SUPERLOG FOR WINDOWS USER S MANUAL Table of Contents CHAPTER 1 INTRODUCTION 6a see cdcssccevcveisecedssesesdesssceccessveevesedssoevssdsseucues SZEWC Sos 1 ABOUT THE PROGRAM e ES 1 FEATURES irrita aio 1 ABOUT THE G OMPANY ia latido 1 CHAPTER 2 INSTALLATION AND REGISTRATION sccccccssssccccssssccccssssccccssssccccssscesees 2 INSTALLATION ui a tados 2 REGISTRATION O O oo A AT E T ATE AS A AEA 2 CHANGING FIRM NAME OR USER DATA cccoooccnocccnnncononoconnnonnnaccnnnccnnncrnonoconnrrnnnnrrnnnrnnonornnnaccnnrinanacins 3 TERMINOLOGY A A A A E Ra AS 3 FILES AND FILE LOCATIONS da 4 FAQS E E PECE w eli eeabarsenseestind 4 CHAPTER3 DATA INPUT sisiscsescdeeceussdevsieccdeotessesesscasedontavssveesvesdeosuvvesesecusedeuseusstaseevs iSeotussiveseses 5 COVER PAGE castes OOO SA ATA ROA PA A A SAO ONA AAA JAA 5 INPOTPAGE L GENERA
17. item width of item left alignment center alignment right alignment item not shown specifies type of border no border left side border both sides right side border normal fonts italic fonts italic and bold fonts bold fonts font size Type of sample The sample height and width are defined in height row see below left x coordinate of item width of item left alignment center alignment right alignment item not shown specifies type of border no border left side border both sides Height of samples default height of the sample It will show in the Auto Sample Panel Figure 4 3 default width of the sample item shown item not shown SPT data or test If item text of Row 4 is same as that of Row 2 Type then the text will be automatically becomes the same in Row 2 during input 5 Sample 6 Sample CivilTech Software Test typical use for w Test typical use for gamma Page 29 7 Sample 8 Test W Y Align NK KM lt WAT lt blank gt Line W Digits in 100 s 0 1 2 Digits in 10 s 0 1 2 3 4 5 Digit in 1 s 0 1 2 3 Style 0 1 2 3 4 5 6 7 8 9 10 Size 9 Remarks X W Y Align L CivilTech Software Test typical use for fine constant Additional test if needed left x coordinate of item width of item left alignment center alignment right alignment vertical spread Test X Test Y Test Z item not shown a 3 digit
18. j 2 M JA L 3 a o 4 Y reType a 10 y 10 grades to wet very soft gray black peaty clayey SILT LL u 5 S p sa 7 u Well Graded Sand with SiltGSSDG PODSIO PODSI TSP I STI P ITS PDIT PIS SW SM 7 gt TP ST DKLFJ Z LDKL klk Ikdf Iktd Iktds f dsfdfdsfd A VFDSGSDGSGSG E q 9 M E si a grades to wet very soft gray black peaty clayey SILT 20 ea 10 i 41 tes her A 8 Very soft wet gray slightly silty CLAY with red brown peat very slight in plasticity GWS A g 25 a 12 R A KA nk k 1 SZ 13 i L i m LL A becomes gray SILT mixed with REFUSE w fa is M m 3 4 f Boring completed at and depth of about 30 feet below the ground surface END 35 35 Type Notes here e oi poup roeuwuew u rew re eur uewopu roewu rpo rpewir ewirp ir iew ew piewr r rew i pieri w p epwir i p ewir we piewr p pew pewir pe priew Date Completed 8 23 00 elir pewi epewi reiw pewi r pe pew peir pewir p pe iwplie wpir pirrer Driller Gragry Drilling Equipment Hollow Stem Continous Flight Drilling Method 6 Auger RIVERFRONT CONDOM Hammer System Downhole 1444 Hammer CAPITAL HILL 2346 STR MATERIALS LABORATORY a CUREA Date 09 04 08 File C Superlog4 PROJECT Ex25 log SuperLog CivilTech Software USA www civiltech com DRILL RIG Auger steam SURFACE ELEVATION 234 LOGGED BY WRS
19. many logs The one you are currently editing is called the current log Current Template The template used by the current log file in data input mode Default Template You can save the template you use most often as the default template When you create a new log the program will use the default template on the new log file and if you change your mind you can always change the template later See Chapter 6 for instructions CivilTech Software Page 3 Files and File Locations The SuperLog default folder is C Superlog You can also install the program in the folder of your choice during installation such as D engineer SuperLog This folder contains major executive files a dictionary and template files The template files have the extension fom Typical file names are Fl fom Default fom etc The template files are located in the same folder as the other program files The log files are the files containing the data for the boring logs and the project They have the extension log In the initial installation the sample log files are installed in a sub folder named project The typical location is C Superlog project The user may save the log files into a different folder such as project2 logfile etc The user can set these folders as a default folder so that when the program is opened the default folder is the first choice To set a folder as default click File
20. number representing Line connection between data points no line connection line connection between points at different depth line connection between two points at the same depth One sample with two tests The tests should be specified in Align as X and Y Fill pattern in the symbol no fill black solid fills fill with vertical and horizontal lines fill with vertical lines fill with cross lines fill with diagonal lines Border as other item no border left side border both sides right side border normal fonts italic fonts italic and bold fonts bold fonts if XYZ is in Align show symbol from Figure 6 2 if XYZ is in Align show symbol from Figure 6 2 if XYZ is in Align show symbol from Figure 6 2 if XYZ is in Align show symbol from Figure 6 2 if XYZ is in Align show symbol from Figure 6 2 if XYZ is in Align show symbol from Figure 6 2 if XYZ is in Align show symbol from Figure 6 2 font or symbol size Text with text wrap left x coordinate of item width of item left alignment Page 30 lt blank gt Line W wWwNr Style R UN mr Size 10 Pattern X W Y Line W NH Align L A lt blank gt 11 Lith item not shown specifies type of border no border left side border both sides right side border normal fonts italic fonts italic and bold fonts boldfonts font size Soil pattern defined in USCS of Lithology Table Chapter 3 Figure 3 4 left x coordinate of item
21. sssscecececeeesseesecececeeeceasesssesceseeeseasaasneess 22 SPELT ENE CR tada sak Mis tay ta ac Aah PA P ACY ERROR BOOKMARK NOT DEFINED CHAPTER 5 VIEW AND PRINT REPORT sssccccssssccccssssccccssssccccnssccccesssccccessccccensscees 23 NIEW ANDPRINT UTE Vita late 24 CivilTech Software Table of Contents Page 1 of 2 CHAPTER 6 TEMPLATE DESIGN awa Gda 25 THE MAIN MENU as 25 THE TOOLBAR seeen WA a an aaa Noakes cad dados 25 DESIGN PAGE Lita AA E EA A A AA A GE A 26 PROJECT TABLE e Eh 26 Log Table izozaaw zadawac cia dd caband cabina da adoos saya casa Scala sao 27 AIR lA AA AA OWO Os Gils Wikia WZ R LE ids Valen ais AE ida bake Hod 27 Graphical Symbols for Test Data weisse nsike ienesis eiea EEEE SEA EES REEE EEE SEERNE Enas 35 PESIGN PAGE Zi a A ii 36 TEN L OTEA Tree A O GA O NO ak E d Leis AR 36 Line IA W O Ee eS ate Wa dad te WA wi 37 DESIGN PAGE Mia A A Ai 37 Rectangle Table idilio Ii ON EN dO pawie 38 PASC TV OULTICINS Z SN OO ARCI A NR 38 Company Title and Logo eeee ee eee E aaa aaa aaa wawa aaa nn nn nn nn nn nn nn nn waza nn nn wawa EE aS 38 Default Log End Textil lai a da REES ei 39 Graphical RANGE dzo nd Va Yo ld tn e Ve Woody 39 PREVIEW SCREEN A AAAA W ante bees 39 APPENDIX A PRE DESIGNED TEMPLATES AND FILES 122220000000000000000000000000000 40 APPENDIX B KEY PAGES AND SYMBOL FILEG cccccccccsssssssscsceccccccecsssssscececcccscecsscscecs 40 CivilTech Software Ta
22. wet black to dark gray gray SAND with occasional wood and LELE organics IDEE RRA 5 52 23 98 250 EE 6 31 20 El grades to wet very soft gray black peaty clayey SILT EF 7 38 60 4 16 Sess Very soft wet gray slightly silty CLAY with red brown peat very slight in 8 50 5 18 40 Gee plasticity a PR 9 F4 36 27 68 500 EEEE 10 m 23 mi 11 12 4 110 becomes gray SILT mixed with REFUSE CG 12 12 23 120 275 Do gt sie 5 Boring completed at and depth of about 61 5 feet below the ground surface E Groundwater was encountered at about 10 feet below the ground surface at Le the time of drilling Plate A 10 Ci vi Tec h S oftwa re City of Everett Date 09 04 08 File C Superlog4 PROJECT Ex11_piez log SuperLog CivilTech Software USA www civiltech com Monitoring Well No 45 90 o fe l O STRATIGRAPHY WELL COMPLETION o Surface Eleveation 110 O 0 nry Ba FE Dense moist brown gray SAND Fill AR Cement uj k Stiff moist to wet black reddish brown PEAT Slough Elv 123 al We wN 10 eae _ grades to wet very soft gray black peaty clayey SILT zl N alia wN Slim wN 20 AA IiE Bentonite Dense wet black to dark gray gray SAND with occasional wood 2 A and organics LE 7 REZ A 4 FAIA Silica Sand a LL 30 2 dia Sch 40 slotted PVC _ grades to
23. 3 122 RE 6 31 23 20 2 z 15 1 15 gt sali 60 GM Silty Gravels 100 100 100 22 VFDSGSDGSGSG z ak 8 35 100 100 100 aie m 9 25 15 15 6 ve NE grades to wet very soft gray black peaty a as 10 12 clayey SILT 23 23 12 z sa 11 40 100 100 9 5 jj GWS Very soft wet gray slightly silty CLAY with e 29 15 12 23 red brown peat very slight in plasticity 23 23 12 23 z ik 13 38 38 38 50 7 s 14 35 35 34 34 30 170 30 ai 15 46 becomes gray SILT mixed with REFUSE 100 100 12 E END Boring completed at and depth of about 30 5 za feet below the ground surface 7 35 165 35 Remarks Type your notes here Type your notes here Type your notes here Type your notes here Type your notes here Type your notes here Plate 23 Date 09 04 08 File C Superlog4 PROJECT Ex24_test_piez log SuperLog CivilTech Software USA www civiltech com Logged by JKN Reviewed by VNF E _ a E i 3 SOIL DESCRIPTION s So 2 E gt lt Standard Penetration Resistance 3 E 2 5 5 E E Blows per foot Surface Elevation Approx 230 teeta Gon SOG GA 6 o 0 to 2 3 40 50 6d Brown silty sand with gray gravel very dense UYyoyu poiupo opioi pi pi pi p plipli SM o 1 EJ Q m Stiff moist to wet black reddish brown PEAT co 5 5
24. 4 1 The Log Pull Down Menu File Contains file handling operations New Create a new log file Open Open an existing log file Save Save the current log file Save As Save the current log file as a new name Save Path as Default Save the path of the current log file as the default path so that you can go to the directory directly when the program opens Exit Exit the program Log Contains log handling operations Go to first log Move to the first log Go to last log Move to the last log Add new blank log Adds a new blank log at the end Add duplicate log Adds a new log at the end that is the same as the current log Delete last log Deletes the last log Only the last log is deletable CivilTech Software Page 13 Edit Tools Table Output Help Operations for editing text Copy row Copies the current row Paste row Pastes the copied row into the current row Note the depth value is not pasted Insert row Makes a new row above the one selected Delete row Deletes the current row and shifts subsequent rows up Clear column Clears all data in the current column Tools for spelling rapid data entry and template Auto Sample Panel Opens the Auto Sample Panel Spell Check Checks the spelling of the input data Change Template Changes the current template Design Template Opens the template design utility Tables for rapid input Each can also be accessed by double clicking on the related column Sample Typ
25. 80 295 1 80 395 0 80 0 00 940 7 80 340 L L 3 L 3 L 3 Blow Counts L 3 Sample Type 2 90 1 70 L 45 3 L 3 c 3 L 3 L 3 Water Table 3 23 1 70 LOG OF BORING 3 80 9 20 Plate 7 00 3 73 Form 1 0 00 10 30 Ed Figure 6 3 Design Screen Page Text Table 4 This table allows you to insert miscellaneous text into your template Title enter the text you want your template to contain X x coordinate of the text Y y coordinate of the text Align L left C center R right If symbol is specified in Style then the following data apply 0 no fill 1 black solid fill and horizontal 2 fill with vertical lines 3 fill with vertical lines 4 fill with cross lines 5 fill with diagonal lines Style 0 normal fonts 1 italic fonts 2 italic and bold fonts 3 boldfonts 4 9 show symbol see symbol list in Figure 6 2 11 water symbol 1 12 water symbol 2 13 33 sample symbol in Figure 4 4 Size font or symbol size CivilTech Software Page 36 Line Table 5 This table allows you to draw lines on your template X1 x coordinate of line s initial point X2 x coordinate of line s end point Y1 y coordinate of line s initial point Y2 y coordinate of line s end point Thick thickness of line Design Page 3 Figure 6 4 shows Template Design Page 3 Each section is described below ig Template Design CASUPERLOG3tLogo bmp CIVILTECH SOFTWARE Fa pa la joo roo o coo
26. Current Log Data Hole Depth 32 PageNo 1 wr 5 3 22 02 Scale 1 in 5 foot gt awra 12 gt 125 00 Log File C Superlog4 PROJECT EX01 LOG Template C SUPERLOG3 F01 fom Project Information s Kes X Station 0 Y Oftsey O ZfElev o RIVERFROT COMDOM Project No EVERETT WASHINGTON open Drawing S Greate Drawing List of Total Log Not Editable No Name Depth Scale Page No 1 CODERE 32 Current Log Information BoringTitle B 1 1999 Surface Elevation 234 Boring Date 11 2 99 Boring Location West Side of Building Drilling Method Auger HD 1 Tip Typing a period before text will prevent Left half the text from project information showing in the report Memo of Current Log Not Shown in Report Right half log information Figure 5 2 Page 1 General Log File The path and file name of the log file The file name also shows in the top left corner of the screen Template The template associated with the log file Project Information The Project Information fields contain the general information about the project which shows on every log report If a period is present before the title name in the left column the information in the right column will not be shown on the report Total Log List This table is a non editable list of the individual logs in the log file It cannot be edited directly as the information is input from other places
27. DEPTH TO GROUNDWATER 24 BORING DIAMETER 8 inch DATE DRILLED 12 24 00 Sw lt gt jae OOF Sle DUZI DESCRIPTION AND CLASSIFICATION DEPTH ESE as a Zor OTHER a U gt Z L li gt Eo k 88 snag solL FEET lt UDQ zz gt gt ggr TESTS DESCRIPTION AND REMARKS CONSIST TYPE tee Q X 590 Brown silty sand with gray gravel very dense UYyoyu poiupo opioi pilpi pilp plipli Very H gt 8 8 42 Dense Stiff moist to wet black reddish brown PEAT _ 5 15 15 5 nae 13 24 24 Firm _ 9 46 46 23 22 grades to wet very soft gray black peaty clayey 8 23 23 CPT 23 SILT Mo 23 20 2 Silty Gravels E VFDSGSDGSGSG 40 100 100 9 Van Shear 234psf grades to wet very soft gray black peaty clayey Hard to 23 23 23 12 23 SILT Very Hard Very soft wet gray slightly silty CLAY with 38 38 38 50 red brown peat very slight in plasticity E 35 35 34 34 becomes gray SILT mixed with REFUSE Boring completed at depth of 34 M 46 100 100 12 Type your notes here Type your notes here 35 1470 Enea Circle Suite 1551 Concord CA 94520 TEL 925 688 1001 FAX 925 688 1005 EXPLORATION BORING LOG RIVERFRONT CONDOM Oakland CA PROJECT NO DATE BORING NO Proj No 78234 34243 12 12 00 B 1 2000 Date 09 04 08 File C Superlog4 PROJECT Ex26_well log SuperLog CivilTech Software USA www civiltech com B 1 1 999 Drill Rig Gregry Drilling
28. E de WI AO e 6 Pr ject Info MAR RO O AA O JANA 6 LOLAS A A A cae ASP tie nied ee Sal le EO 6 Current LO Data adas 7 Current Log Infor MAIN reesei unionien da O Gnas o cand cing bad OW Tey 7 Memo 0f Current LOG ooo w OO than dat tuagenass tey cs ond nang odezwe geome ki S thege oat maagensntadees 7 INPUT PAGE 2 SAMPLE TABLE 50 siad A od A A O i A WY Awa EIA 8 INPUT PAGE 3 LITHOLOGY TABLE ccccccsccccusscccescccssceusccccscsceusseesescecscseuccccsescesesesessesscceneesees 9 INPUT PAGE 4 MONITORING WELL 0cccccsccccsscccessscscccesscecuccseuscsceesssuceeeessseuseseuscsusessseseeeusss 10 KUIELODIE OSACE DODY o OZON o a do PN E A PRT oe 10 Pipe Table ocasiona diante cita EE O add a dd a EZ ac 10 TIPS BOR DATA IN PU A W OE AOI 11 PREFERENCE S aa dois 12 CHAPTER 4 MENUS TOOLBARS AND TABLEG 0 cccssssccccssssceccesssccccsssccccesssccccsesscess 13 THE MAIN MENU a oO STA 13 Ha Z 13 TO Bie POR ae Be Nan AATA wo za o ic vanwecetebitedranencetecebsarakerteeeeetenee cata 13 J A ROCA RAN 14 DOOR A ZO A PAZ W AO wa NTG TT 14 AAA dO A AE A at ati Ef oe A act 14 DP AERO OE O WO OEB A 14 Helps aanita ii oO kad Gaba edie EA add PEAT 14 THE TOOEBAR ut e ra E A OOO OPO ita 15 AUTO SAMPLE PANEE ti ticos 16 SAMPLE TYPELABLE ai od Dadas cl 17 SOT gt PATTERN TABLE a le aaa 18 DUAL PATTERNS PANEL A E 19 BIEL PATTERN TABLE ad Oo tude A Uebel RA WIA 21 ABBREVIATION AND BOILER TABLES SPEED TABLES
29. INPUT The following sections describe how to enter data into the program page by page Cover Page The cover page Figure 3 1 can be accessed after launching the program by clicking File New on the toolbar Open File Opens an existing log file Create New Creates a new log file Total Logs Enters the number of logs for the new log file You can always add or duplicate new logs to existing files later Template You can either use the default template or change to a different template Press this button to open a dialog box that allows you to select a pre designed template file After selecting a template press Create New Note Each template is presented in a template file the name of the current template file selected is shown beside the Template button Copyright 1999 by CivilTech Software Version 2 2 5 Open File B Create New Total Logs Template Total number of logs Current template file C 45uperLogXDefault fom Figure 3 1 Cover Page CivilTech Software Page 5 Input Page 1 General The first or General input page is divided into halves The left half pertains to the project and file information and the right half contains log information File name lt a a File Name EX01 LOG File Logs Edit Tools Tables Output Help 3 ela fh al Log 1 of 1 sa C BI E One Loa E alos 1 General 2 Sample 3 Lithology 4 Well Piezometer
30. NW 7 j Z Lato A w Gam sPT m use Thisisthe description of soil This is the description of soil This is Z the description of soil This is the description of soil Z A Z H280 2 w Gam SPT m use misis the description of soil This is the description of soil This is Wy the description of soil This is the description of soil Z jj aro 7 w Gam ser m use Thisis the description of soll This is the description of soll This is the description of soil This is the description of soil A Z END Boring completed at depth of 350 H360 LOG OF BORING Project Text 1 CIVILTECH SOFTWARE Plate 10 Project No Project Text 2 Form 2 Figure 6 5 Preview Screen CivilTech Software Page 39 APPENDIX A PRE DESIGNED TEMPLATES AND FILES Many pre designed templates with files are included on the program disk They are all installed in the same folder as the program files Users can freely modify these templates to meet their requirements Chapter 6 describes how to modify or design a template Remember that CivilTech s professionals can save you time and money by customizing a template for you at a reasonable fee Please contact us for a quote regarding your specific requirements APPENDIX B KEY PAGES AND SYMBOL FILES Pages with keys to the log reports are included in the program disk Plate B 1 and Plate B 2 The pages are included as both a Microsoft Word file key doc and a Microsoft PowerPoint file key
31. No Log number Name Log name Depth Borehole depth in feet or meters CivilTech Software Page 6 Scale Scale index number Page Page starting number of the current log Current Log Data Current log data pertain to the current individual log Hole Depth The maximum depth of the hole GWTI Depth of the groundwater table encountered during drilling and encountered date If this box is blank a text GWT not encountered is presented in water column If 1 is inputted the text will not presented GWT2 Second water table measurement e g several days after Drilling and date of measurement Scale The vertical scale used in the log report Page Number The beginning page number of the log X sta X coordinate or station of the log location Y off Y coordinate or offset of the log location Z elev Elevation of the top of the boring hole Drawing If the template has a drawing you can open and attach it to the log Draw Create or edit drawings Current Log Information If a period is inserted before the title name the text will not be shown in the report Memo of Current Log The memo field is for reference only and will not show in the report unless the current template has a Remarks field for this purpose see Template 16 Water Table Date The date of ground water measurement can be input and presented in the report The input is on the Page 1 General Page If there is no date to input leave the inp
32. Print Panel Log Selection Current Log Loges from and 1 ro AllLogs B Print E View E File x Cancel Figure 5 2 Print and View Panel CivilTech Software Page 23 Log selection Current Log Logs from _ to _ All Logs Operation buttons Print View File Cancel View and Print Utility Prints or views the current log only Selects the logs you want to print or view The program automatically enters the first and last log numbers Prints or vie ws all the logs Sends selections to the printer Opens the Preview and Print screen Figure 5 1 for the selected logs Saves the report as a report file view vie instead of printing to a hard copy This file can be viewed and printed by the VIEW EXE program which is included in the program disk and installed in the same folder as the program The VIEW EXE file is royalty free You can send the view vie file along with the VIEW EXE to anyone via e mail so that the person can view and print the log report Note The two files should be in the same folder and the file name cannot be changed If VIEW EXE cannot find the view vie file it will prompt you to find another file Exit without printing or viewing A utility program called VIEW EXE is included with SuperLog The VIEW EXE utility is royalty free You can send the view vie file along with the VIEW EXE to a client or colleague via disk or e mail so that
33. Software Page 2 Changing Firm Name or User Data You can change the Firm Name and User Data that the program has been registered to Please bear in mind that if the registered user or firm changes you should contact us to re register it under the name This will allow you to still be eligible for upgrades and support To change the registered Firm Name and User Data click on lt Help gt on the upper menu bar and then lt Register gt to open up the registration window Enter in the new name user or firm with the current registration code If your old code does not work any more contact us for a new one You will need to quit and restart the program For instructions on changing the logo and company name in the log reports please refer to Chapter 6 Terminology Log A log representing a boring test pit or well Log File A file containing several logs The log file has the extension log Template Also called a form This is the format associated with the log The program can handle an unlimited number of templates and provides a template design utility A log file can only have one template You can change the template after the log file has been created Template File A file containing a template A template file has the extension fom Report A printed graphical report of the logs One report may have multiple pages Current Log File The log file you are currently working on Current Log A log file may have
34. SuperLog User s Manual Version 4 and up Borehole Log and Test Pit Log Drawing Program for Geotechnical Geological Environmental Mining and Oil Industries 9 1 08 Civil Tech Software All the information including technical and engineering data processes and results presented in this program have been prepared according to recognized contracting and or engineering principles and are for general information only If anyone uses this program for any specific application without an independent competent professional examination and verification of its accuracy suitability and applicability by a licensed professional engineer he she does so at his her own risk and assumes any and all liability resulting from such use In no event shall CivilTech be held liable for any damages including lost profits lost savings or other incidental or consequential damages resulting from the use of or inability to use the information contained within Information in this document is subject to change without notice and does not represent a commitment on the part of CivilTech Corporation This program is furnished under a license agreement and the program may be used only in accordance with the terms of the agreement The program may be copied for backup purposes only Program may be updated from time to time without updating the document The program may be different from what presented in this document The program or user s guide shall not
35. Table 3 title of item if a period is in front of the text the text will not show in the report x coordinate of the title y coordinate of the title left alignment center alignment right alignment vertical spread item not shown normal fonts italic fonts italic and bold fonts bold fonts font size points This is a major table for the items input on Log Input Pages 2 and 3 Chapter 3 Each item in this table should be in a specific row location Do not add or delete any items Do not move any item to a different row The title name of the items can be modified but the meaning should be the same in that row The valid column input for Main Table 3 is summarized in Table 6 1 The general meaning of each column is described below Title X W Y Align L C R V lt blank gt Line W 0 1 2 3 Style 0 1 2 3 4 5 6 7 CivilTech Software title of item left x coordinate of item width or y coordinate of item left alignment center alignment right alignment vertical spread item not shown specifies type of border no border left side border both sides border right side border normal fonts italic fonts italic and bold fonts bold fonts show symbol see symbol list in Figure 6 2 show symbol see symbol list in Figure 6 2 show symbol see symbol list in Figure 6 2 show symbol see symbol list in Figure 6 2 Page 27 10 11 Size show symbol see symbol list in Figure 6 2 show sym
36. Tech Software USA www civiltech com Description USCS Class Graphic Log Depth Penetration Remarks Dense moist brown gray SAND Fill rc Stiff moist to wet black reddish brown PEAT grades to wet very soft gray black peaty clayey SILT Dense wet black to dark gray gray SAND with occasional wood and organics grades to wet very soft gray black peaty clayey SILT Very soft wet gray slightly silty CLAY with red brown peat very slight in plasticity becomes gray SILT mixed with REFUSE Boring completed at and depth of about 61 5 feet below the ground surface Groundwater was encountered at about 24 0 feet END Type Remark here fine content 34 heave noted van shear stress 2 tsf no recovery CivilTech Software Bellevue WA NO12 98 Page 1 Date 09 04 08 File C Superlog4 PROJECT Ex06 log SuperLog CivilTech Software USA www civiltech com B 1 1 999 Project RIVERFROT COMDOM Date Drilled 10 BGS ATD Drill Rig HS Auger Logged By HKJ Hole Dia 2 Inch Sampler TDG Initial Water Depth 10 feet Hole Elev 32 5 Final GW Depth 46 5 feet Total Depth 61 5 feet 0 RE Soil Graphic Soil 4 SPT Remarks Description Type L g Depth E 17 p T T T 0 Dense moist brown gray SAND Fill FL talata 1 a 1 1 1 ll Mat ae 12 Type Remark here Stiff moist to wet black reddish brown PEAT PT
37. ades to wet very soft gray black peaty clayey SILT sa s 3 gt ES 4 m 38 ES 27 20 20 A Es Dense wet black to dark gray gray SAND with occasional J p wood and organics E4 5 52 j AE 23 L la ES 20 30 30 4 2 grades to wet very soft gray black peaty clayey SILT F 7 38 60 4 16 i 8 505 Very soft wet gray slightly silty CLAY with red brown peat very 18 40 40 slight in plasticity 3 9 36 27 gt 23 gt 50 50 1 2 4 A becomes gray SILT mixed with REFUSE 12 oF 23 poa 38 EE 35 Boring completed at and depth of about 61 5 feet below the ground surface Groundwater was encountered at about 10 feet below the ground surface at the time of drilling 70 70 RIVERFROT COMDOM EVERETT WASHINGTON AS3698 ms Geotechnical Engineering ken CivilTech Software and Applied Ear Sciences Figure No 8 Date 09 04 08 File C Superlog4 PROJECT Ex09 log SuperLog CivilTech Software USA www civiltech com S S a Q a no a 0 2 12 4 6 a 20 10 12 14 16 ma 38 27 20 22 F 52 23 24 26 C2 E 8 31 20 30 32 38 60 4 16 36 an 50 5 18 40 Samples x B 1 1999 Client Name City of Everett Date Drilled Gregry Drilling Surface Elevation 234 Total Depth of Hole 61 5 Symbols Materials Description Water uj FL Dense moist brown gray SAND Fill 1 l 1 g U a 0
38. ayey SILT 23 12 4 12 38 35 Dense wet black to dark gray gray SAND with occasional wood and organics grades to wet very soft gray black peaty clayey SILT 12 12 5 Very soft wet gray slightly silty CLAY with red brown peat very slight in plasticity _ becomes gray SILT mixed with REFUSE Boring completed at and depth of about xx feet below the ground surface Type Remark here fine content 34 heave noted van shear stress 2 tsf no recovery PLATE 17 Date 09 04 08 File C Superlog4 PROJECT Ex18_piez log SuperLog CivilTech Software USA www civiltech com STRATIGRAPHY WELL COMPLETION 3 Drill Date HS Auger 2 Surface Eleveation SPT o s Ground Surface 9 Dense moist brown gray SAND Fill Stiff moist to wet black reddish brown PEAT 10 _ grades to wet very soft gray black peaty clayey SILT 20 EE Dense wet black to dark gray gray SAND with occasional wood f4 and organics E m LE El oO JF LL 30 Fl _ grades to wet very soft gray black peaty clayey SILT f4 f Ef El Q LE Very soft wet gray slightly silty CLAY with red brown peat very FF 40 slight in plasticity 50 EEEE becomes gray SILT mixed with REFUSE 60 Boring completed at and depth of about 61 5 f
39. ble of Contents Page 2 of 2 CHAPTER 1 INTRODUCTION About the Program SuperLog generates boring log and test pit reports for field drilling and geotechnical investigations It saves countless hours spent preparing and retrieving boring logs This benefit can begin immediately since the program is extremely easy to learn and use With a laptop computer you can even enter in the data during the actual drilling Advanced capabilities include rapid input e g typing f to m sa will pop out fine to medium sand The user can personalize the abbreviation list Automatic depth generation boilerplate and spell check make the input fast and enjoyable The program offers many templates for outputting log information Users can modify any of the templates included with the program The program license is for one user on a single computer only Features Supports multiple borings and multiple pages Uses graphical symbols and patterns Handles English and metric units Provides a graphical interface and instant preview Logs piezometers monitoring wells Shows dual patterns and USCS symbols Incorporates boilerplate to reduce repetitive typing Produces high quality output with laser fonts Has unlimited user editable templates Spell checks About the Company The software was developed by CivilTech Software a subsidiary of CivilTech Corporation CivilTech Software employs engineers with experience in structural geotechnical and sof
40. bol see symbol list in Figure 6 2 show symbol see symbol list in Figure 6 2 show symbol see symbol list in Figure 6 2 font size points WY _ Align Style Size Type X X X Test4 X Remarks X Pattern X USCS X X X X X ight Width L C R lt blank gt 0 3 6 12 Width L lt blank gt o3 0 A Height Height Width L lt blank gt SPT X Width L C R V X Y Z 0 253 0 lt blank gt 0 Width L C R X Y Z 0 253 lt blank gt Width L C R X Y Z 0 253 lt blank gt Width L C R X Y Z lt blank gt Width L lt blank gt Width L lt blank gt Width L C R V lt blank gt 10 6 12 10 6 12 0 10 6 12 6 12 0 6 12 16 Water _ X Width L CjR lt blanl gt 0 0 0 17 PageN __ X Y LCRx lt blank gt 0 03 6 12 Table 6 1 Valid Input for Template Design Page 1 Main Table 3 CivilTech Software 5 6 7 Test3 Width L C R X Y Z 0 253 0 10 6 12 lt blank gt 8 0 10 6 12 9 10 11 Page 28 The details of rows and columns are described below Items 1 through 8 are for the Sample Table see Chapter 3 Figure 3 3 Items 9 through 11 are for the Lithology Table see Chapter 3 Figure 3 4 1 No X W Y Align L C R lt blank gt Line W 0 GUN Style wW Ne Size 2 Type W Y Align L C R lt blank gt Line W 0 1 2 3 Height X W Y Align L lt blank gt 4 Sample Number of samples in Sample Table Chapter 3 left x coordinate of
41. ck to dark gray gray SAND with occasional SM E 141 wood and organics n S s ES CI Ez n grades to wet very soft gray black peaty clayey SILT z 2 Cr kLEiagcst 8 zZ Very soft wet gray slightly silty CLAY with red brown peat GWS mim a very slight in plasticity ak xz _ ika sm becomes gray SILT mixed with REFUSE SE ak si o HE _ ika ol i ak 0 _ ika ak _ ika sm a ak B m u i o _ _ ika 12 _ inu a Mella Mella ae Test Pit completed at and depth of about xx feet below the END ground surface 14 Test Pit Page 13 CivilTech Software CivilTech Software B 1 1999 Page 14 RIVERFROT COMDOM Date 09 04 08 File C Superlog4 PROJECT Ex14_piez log SuperLog CivilTech Software USA www civiltech com 555 116th Ave NE Suite 180 Job Number Bellevue WA 98004 EVERETT WASHINGTON AS3698 Elevation Driller Gregry Drilling Drilling Date Drill Method Steam Auger Started 3 12 99 12 30 AM Sample Method 2 SPT Finished 3 12 99 4 30 PM Borehold Diameter 2 Inch Water Level Logged By WFG Checked By CHL 2 o s 5 5 8 3 2 3 3 c 2 2 Materials Description 3 5 3 gt 5 a 5 5 nd 3 0 g a E O ui Dense moist brown gray SAND Fill 1 12 HH 1 Well Information Stiff moist to wet black reddish brown PEAT 2 20 vw grades to wet very so
42. e Style 0 normal fonts 1 italic fonts 2 italic and bold fonts 3 boldfonts Size font size 16 Water Water tables X x coordinate of center of water table Align L left alignment C center alignment R right alignment lt blank gt item not shown Style 0 horizontal date 1 vertical date 17 Page No Show page number on report X left x coordinate of item W Y Align y coordinate of item L left alignment C center alignment R right alignment CivilTech Software Page 33 18 Notes Style Size X W Y Align lt blank gt w Ne L lt blank gt Line W Style Size 19 Well X W Y Align Size 20 Drawing CivilTech Software X W Y Align NH Z lt war L A lt blank gt item not shown normal fonts italic fonts italic and bold fonts boldfonts font size Shows a memo or note left x coordinate of item y coordinate of item left alignment item not shown width of notes block Height is automatically defined by text length normal fonts italic fonts italic and bold fonts boldfonts font size Piezometer Well x coordinate of item width of item description of well well on the left side text on the right well on the right side text on the left text in both sides of well vertical text in both sides of well no text no well ratio of total width pipe width pipe is 1 3 of total width no cup pipe is 1 5 of total width with small cup provide space for description of well and s
43. e Table Opens the table for Sample Type input Soil Pattern Table Opens the table for Soil Pattern input Abbreviation and Boiler Tables Opens the Abbreviation and Boilerplate Well Table Opens the Fill Pattern Table for well input Options for previewing and printing View Print Current Log Preview or print the report of the current log only Output Preview and print reports of multiple logs Print Setup Set up the printer Help and Registration Contents Opens contents of help menu Search for Help on Opens index of help menu How to Use Help Opens Windows help for help menu Registration Opens registration panel CivilTech Software Page 14 The Toolbar 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 sieje fj ao mni e EEN O 0 ve Son Current Log Number Total Logs in the Log File Figure 4 2 The Toolbar The toolbar is located below the main menu The buttons are from left to right 1 Create a new log file Open an existing log file Save the current log file Exit program Jump to the first log Go to the previous log The current log and the total number of logs Go to the next log COP NDA BR WD Jump to the last log Add a blank log at the end Add a duplicate log at the end Rh a a N PR oO Current log name it changes to print information during a print session W Copy row of a table gt Paste row of a table un Open Auto Sample Panel Spel
44. eet below the ground surface 70 Stratigraphy and RIVERFROT COMDOM Well Completion Company Logo EVERETT WASHINGTON er ate Date 09 04 08 File C Superlog4 PROJECT Ex20_test log SuperLog CivilTech Software USA www civiltech com Blows ft HNU ppm 20 40 60 Boring B 1 1999 Client Name RIVERFROT COMDOM Date Drilled 12 12 89 Surface Elevation 2 23 99 SPT Test Total Depth of Hole 32 feet Moisture Pe Materials Description Dense moist brown gray SAND Fill Stiff moist to wet black reddish brown PEAT 12 23 23 52 31 grades to wet very soft gray black peaty clayey SILT 5 38 60 4 100 50 5 12 15 Dense wet black to dark gray gray SAND with occasional wood and organics grades to wet very soft gray black peaty clayey SILT Very soft wet gray slightly silty CLAY with red brown peat very slight in plasticity becomes gray SILT mixed with REFUSE 12 12 5 Boring completed at and depth of about 30 feet below the ground surface Job Number 2345 A Location City of Seattle This is remarks This is for typing text text text all you want to type for the boring is here Up to 255 words can be typed in here Here here here here CivilTech Software Plate 20 Date 09 04 08 File C Superlog4 PROJECT Ex21_test_piez log SuperLog C
45. et very soft gray black peaty clayey SILT Very soft wet gray slightly silty CLAY with red brown peat very slight in plasticity becomes gray SILT mixed with REFUSE Boring completed at and depth of about 61 5 feet below the ground surface Groundwater was encountered at about 24 0 feet below the ground surface at the time of drilling GWT not encountered 38 60 4 Type Remark here fine content 34 heave noted van shear stress 2 tsf CIVILTECH SOFTWARE Plate A 15 Date 09 04 08 File C Superlog4 PROJECT Ex16_test log SuperLog CivilTech Software USA www civiltech com gt CivilTech Software Boring Log No B 1 1999 RIVERFROT COMDOM Location City of Seattle WO 2345 A Method Hollow Stem Continous Flight 6 Auger Ground EL 231 Hammer Pnumatic Downhole Hammer Hammer weight Ib 300 Hole depth ft 32 Sampler 2 OD Split spoon Drop in 30 G W T Drilling ft 10 feet Sampled by JKN Driller Tacoma Drilling Drill Date 2 23 99 Logged by VNF Soil Description 20 EM SPT blow ft O Moisture 40 Dense moist brown gray SAND Fill 38 60 4 50 5 12 15 Stiff moist to wet black reddish brown PEAT grades to wet very soft gray black peaty clayey SILT Type Remark here a fine content 34 heave noted 23 12 4
46. ezometer Type Remark here Double click this 12 23 23 27 fine content 34 column to 52 23 open Auto 31 20 Sample 38 60 4 16 P an el 50 5 18 heave noted i 12 15 Figure 4 3 23 12 4 12 van shear stress 2 tsf 38 35 12 12 5 35 no recovery Double click this column Double click this to open Sample Type column to open Speed Table Figure 4 4 Tables Figure 4 8 Figure 5 3 Page 2 Sample Depth The depth of the sample top The Auto Sample Panel can be opened by double clicking on this column See Figure 4 3 CivilTech Software Page 8 Type The sample type e g SPT sample bag sample etc Double click on this column to open Sample Type Table Figure 4 4 Height The sample height in feet or meters SPT The SPT reading 12 6 15 3 4 5 are typical inputs 5 2 3 will split the data vertically on the report if your template allows it W Gamma The test results Remarks A text field with a maximum length of 100 letters Double click on this field to open the Abbreviation and Boilerplate speed tables These functions are available for this field See Figure 4 8 Input Page 3 Lithology Table This input page presents the ground layer information The items shown here may be different from what you see depending on the template selected ta File Name Ex1 log Oy x File Log Edit Tools Table Output Help sle tl adaj Log 1 of 1 gt CZEK SIE A
47. for pipe type You can select from P1 to P8 based on the Pipe Type Table The pipe span starts from the depth of the previous row to the depth of the current row Note Rows 2 to 4 show the pipe type end It is the end of the pipe type specified in the second column of the same row Use the Pipe Type Table to select pipe type Select a type from C1 to C4 for the well cap It must be imported in the first row of the Pipe Table Select a type from P1 to P8 for the pipe type It must be imported to the 2nd to 4th rows of the Pipe Table You can highlight the row in the Pipe Table then click the pipe type from the Pipe Type Table The selected pipe type goes to the Pipe Table The row should be highlighted before clicking the pipe type Tips for Data Input There are two modes of inputting data into a table Overwrite Mode When you click on a cell or use the arrow keys to move the cursor to a cell all the text in the cell will be automatically highlighted Simply begin typing and all the text will be overwritten This is a default mode Press F2 to change to Edit Mode Edit Mode By pressing the F2 key or using the Enter key to move the cursor down the cursor will automatically go to the end of the existing text Any new typing will follow the existing text Inputting data into a table cell is easy The following tips may also help 1 Tf the cell is not empty new typing will overwrite the existing text unless you press F2 Pre
48. ft gray black peaty clayey SILT 3 4 27 38 Well Information Dense wet black to dark gray gray SAND with occasional wood and organics 5 23 52 SZ gt Zj 6 20 31 grades to wet very soft gray black peaty clayey SILT 7 16 38 60 4 w r u 8 18 50 5 Very soft wet gray slightly silty CLAY with red brown Std ave intonation peat very slight in plasticity 9 27 36 pa H 23 m zj 12 4 becomes gray SILT mixed with REFUSE Al 23 12 i gt Well Information YT 38 Boring completed at and depth of about 61 5 feet below the ground surface Groundwater was encountered at about 10 feet below the ground surface at the time of drilling Date 09 04 08 File C Superlog4 PROJECT Ex15 log SuperLog CivilTech Software USA www civiltech com B 1 1999 RIVERFROT COMDOM EVERETT WASHINGTON Description Graphic Log lt c o o a 0 Sample Drill Rig HS Auger Sampling SPT Logged By 2 Inch Total Depth 46 5 feet Groundwater 10 BGS ATD Type SPT N Value Date Started 3 19 99 Date Completed 3 22 99 Elevation 32 2 feet Coordinates N 4503 9 E 6981 03 MC Remarks Dense moist brown gray SAND Fill Stiff moist to wet black reddish brown PEAT grades to wet very soft gray black peaty clayey SILT Dense wet black to dark gray gray SAND with occasional wood and organics grades to w
49. gray gray SAND with occasional wood and organics NH m L OOOO ee 25 175 grades to wet very soft gray black peaty clayey SILT ma E Z kkm i a 30 170 Very soft wet gray slightly silty CLAY with red brown peat very slight in plasticity an M NANNANAZANEENAA becomes gray SILT mixed with REFUSE a E Boring completed at and depth of about 30 feet below the L ground surface L 35 165 Job No JKN Page 16 CivilTech Software Date 09 04 08 File C Superlog4 PROJECT Ex13_pit log SuperLog CivilTech Software USA www civiltech com TEST PIT TP 1 1999 Project RIVERFROT COMDOM Project No SD97869 Client Washington Stat Location West Building Elevation 123 Exc Date 12 2 98 Exc Depth 12 feet Logged By GHF Plotted By HJK Water Level 5 feet o Description Soil Graphic Soil 2 2 Type Test Pit Depth gt E on Dense moist brown gray SAND Fill FL os a E n m Geass a a a l e E a TU Mz Ea E a E m TS 5 5 8 2 2 m ze m m m m Stiff moist to wet black reddish brown PEAT CO 4 w grades to wet very soft gray black peaty clayey SILT f z zapa 6 Dense wet bla
50. how large cup normal fonts italic fonts italic and bold fonts boldfonts font size Show a bitmap left x coordinate of item y coordinate of item left alignment line at layers left alignment no line at layers item not shown Page 34 Line W width of drawing Height is automatically defined by drawing ratio The drawing file should have recommended ratio of 1 1 5 Style 0 height based on drawing ratio gt 0 drawing height Size 0 No frame on drawing 1 Frame on drawing 21 25 Sample additional input for samples 26 27 Lith additional input for Lithology Graphical Symbols for Test Data Graphical symbols can be shown in the report Symbols can be defined in Main Table 3 on Page 1 of the Template Design screen Figure 6 1 rows 4 through 7 as SPT Test 1 Test 2 Test 3 and Test 4 In these rows XYZ are specified in the Align Column and numbers 4 through 10 are defined in the Style Column The style numbers have the following meanings 4 5 6 7 8 9 10 Figure 6 2 Test Data Symbols Note The range of Test XYZ is defined in Template Design Page 3 CivilTech Software Page 35 Design Page 2 This page presents the fixed File Edit View items such as line and text See Figure 6 3 0 35 7 80 1 80 1 0 35 8 80 295 880 1 375 940 375 10001 675 940 675 10001 0 00 1 80 1 00 080 1 320 1 80 420 080 1 00 080 420 080 14 035 1 80 1 35 0 80 10 1 35 180 235 080 3 175 180 275 080 215 180 315 0 80 255 1 80 355 0
51. i U 1 1 1 1 1 12 i Type Remark Stiff moist to wet black reddish brown PEAT here 2 20 w 10 grades to wet very soft gray black peaty clayey SILT 3 4 27 38 fine 20 349 Dense wet black to dark gray gray SAND with Content sss 5 23 52 occasional wood and organics 6 20 31 sz 30 grades to wet very soft gray black peaty clayey SILT 7 16 38 60 4 8 18 50 5 E Very soft wet gray slightly silty CLAY with red brown heave noted 40 peat very slight in plasticity 9 27 36 23 12 4 50 becomes gray SILT mixed with REFUSE 23 12 van shear stress 2 tsf 38 60 Boring completed at and depth of about 61 5 feet 4 below the ground surface Groundwater was il encountered at about 10 feet below the ground El surface at the time of drilling 70 B 1 1999 Date 09 04 08 File C Superlog4 PROJECT Ex08_piez log SuperLog CivilTech Software USA www civiltech com Date Drilled Gregry Drilling Driving Weight and Drop Steam Auger Elevation 2 SPT c 2 2 2 2 k rs gt o 5 8 SG a 3 3 e gt 5 lt gt E gt E a i 8 S Decription A O O 0 0 f JE Dense moist brown gray SAND Fill J EA 1 12 lt gt ES Stiff moist to wet black reddish brown PEAT me me E 2 20 z E 10 10 we gr
52. ing completed at and depth of about 61 5 feet below the E ground surface Groundwater was encountered at about 10 LL feet below the ground surface at the time of drilling 70 LOG OF BORING CIVILTECH SOFTWARE delle i Plate 2 Project No EVERETT WASHINGTON Date 09 04 08 File C Superlog4 PROJECT Ex03 log SuperLog CivilTech Software USA www civiltech com B 1 1999 Logged by 11 2 99 Elevation 234 Log Date West Side of Building Drilling Date Auger HD 1 SPT W Density Type Depth USCS 0 FoR FL uuu Dense moist brown gray SAND Fill 2 ie 1 i 1 i 1 i 3 L at 5 TAM CO Stiff moist to wet black reddish brown PEAT 20 5 12 g 23 27 v a 52 og E grades to wet very soft gray black peaty clayey SILT 31 20 wo 38 15 sake 60 4 16 SM 11 Dense wet black to dark gray gray SAND with Fiy occasional wood and organics 50 5 18 Y 12 15 27 4 Eos grades to wet very soft gray black peaty clayey SILT 23 m 12 4 a GWS li x Very soft wet gray slightly silty CLAY with red brown 12 23 4 4 peat very slight in plasticity kki 11 38 XY T ka it becomes gray SILT mixed with REFUSE 35 11 30 kki m ii k 4 12 5 aa L END Boring completed at and depth of about 61 5 feet below the ground surface Groundwater was encountered at about 24 0 feet below the ground surface at the time of 35 drilling
53. ivilTech Software USA www civiltech com Your Firm Name Boring Log No B 1 1999 RIVERFRONT CONDOM Location City of Seattle WO 2345 A Method Hollow Stem Continous Flight 6 Auger Ground EL 231 Hammer Pnumatic Downhole Hammer Hammer weight Ib 300 Hole depth ft 32 Sampler 2 OD Split spoon Drop in 30 G W T Drilling ft 10 feet Sampled by JKN Driller Tacoma Drilling Drill Date 2 23 99 Logged by VNF Piezometer M SPT blow ft Moisture 20 40 e z Soil Description Concrete Type Remark here fine content 34 4 fine content 34 Pipe Text fine content 34 Bentonite heave noted Gravel st line Type 2nd line 3rd line Pipe Text van shear stress 2 12 12 12 12 23 23 38 60 4 50 5 12 15 12 11 12 12 12 5 Dense moist brown gray SAND Fill Stiff moist to wet black reddish brown PEAT grades to wet very soft gray black peaty clayey SILT Dense wet black to dark gray gray SAND with occasional wood and organics grades to wet very soft gray black peaty clayey SILT Very soft wet gray slightly silty CLAY with red brown peat very slight in plasticity becomes gray SILT mixed with REFUSE Boring completed at and depth of about 30 feet below the gr
54. k to the Log input screen Figure 3 2 View Preview and print the template Figure 6 5 Template Name The path and name of the current template in the Design Screen Figure 6 1 CivilTech Software Page 25 Design Page 1 The Template Design screen has three pages Page 1 has three tables Project Table 1 is for project information Log Table 2 is for log information and Main Table 3 is for sample information and page format Each table is described below Eile Edit View Log Table 2 BoringTitle Surface Elevation 5 00 1 10 Boring Date 5 00 1 30 Boring Location 5 00 1 50 Drilling Method 5 00 1 70 Project Table 1 5 25 3 60 C 5 25 9 85 C Template file name Do not change the items in the first column of this table Figure 6 1 Design Screen As shown in Figure 6 1 the items in this table correspond to the input items in the left half of Log Data Input Page 1 General see Chapter 3 Figure 3 2 Title Size CivilTech Software title of item if a period is in front of the text the title will not show in report x coordinate of item y coordinate of item left alignment center alignment right alignment item not shown normal fonts italic fonts italic and bold fonts bold fonts font size points Page 26 Log Table 2 As shown in Figure 6 1 the items in this table correspond to the input items on the right half of Log Input Page 1 General Chapter 3 Title Main
55. l check Rh ND Preview and print the current log h QO Preview and print multiple logs CivilTech Software Page 15 Auto Sample Panel This panel automatically generates depths for all samples You can also change them later This panel only works with the Input Page 2 Sample Figure 3 3 It can be opened by double clicking the Depth column on the Sample Table i SuperLog Y2 1 File Log Edit Tools Table Output Help ola Jal Log 1 of 1 s gt KE General Sample Lithology well 11 12 14 Type Remark here 8 3R 12 13 14 13 ST 12 2 18 3R 12 Auto Sample Panel 23 NR 45 Depth of 1st sample 3 BG 23 IV Interval 5 Double click to open IV Type 6 Height fo x Cancel Figure 4 3 Automatic Sample Panel Depth of First Sample The depth of the first sample of the hole Interval The spacing between each sample in feet or metes Type The general sample type from Sample Type Table Figure 4 4 Height The general sample height in feet or meters This is also a default sample height if there is no height input in the Sample Table defined in the template CivilTech Software Page 16 Sample Type Table This panel only works with the Input Page 2 Sample Figure 3 3 It can be opened by double clicking the Type column fa File Name UNTITLED File Logs Edit Tools Tables Output Help plela fj dal Log 1 of 1 a C cl E one Log EX Alkos
56. licaSand BE Bentonite CE Cement GY Gravel Click to select pattern and close table Check to export oe the Description M Copy Description patterns JL Close r A Figure 4 7 Fill Pattern Table CivilTech Software Page 21 Abbreviation and Boiler Tables Speed Tables The Abbreviation and Boilerplate work with the Remarks column on Input Page 2 Sample Figure 3 3 and the Description column on Input Page 3 Lithology Figure 3 4 Double click on those columns to open the speed tables Boilerplate Clicking a row exports the text on this row If you want to add new text to the boilerplate from the input table you should copy the desired text on the input table and then press EDIT on the speed tables Place the cursor in the row you want to paste to and press COPY TO BOILER Abbreviation Table To edit abbreviations press EDIT to open editing mode When you are done click SAVE In the input field you merely type the abbreviation and press the enter key The abbreviation will be replaced with the word or phrase specified in the Replacement column on the speed table Editing Mode Type the words often used Dr copy from the data You need to click the Edit button to enter word You can input the often used text here for reuse Click to export it Ls Save to save the text Press Edit to edit the text Pre
57. oil patterns and RO bmp to R29 bmp sample symbols You can open CivilTech Software Page 19 these files using Windows Paint program You can edit or modify these files then save them under new file names 2 Import the pattern and symbol files After editing and saving the files you must import the files into the program From the pull down menu Table Soil Pattern Table open the Soil Pattern table Select Import Pattern Files and the files will be imported Default Pattern C Import Pattern Files V Translate Description CivilTech Software Page 20 Fill Pattern Table This table only works with Input Page 4 Well Figure 3 5 It can be opened by double clicking the Pattern column in the Fill Table on Input Page 4 Selection Select a pattern by clicking a pattern on the left side of the table or selecting a text row on the right side The selection will go to the Pattern column of Fill Table on Input Page 4 Well Figure 3 5 Edit The Pattern name and Description can be edited by pressing EDIT which will open editing mode Save Save your editing by pressing SAVE which will close editing mode Close Close the table without selecting a pattern Copy Description Copy the description to the Description column on the Fill Table Input Page 4 Well Figure 3 5 Fill Pattern Table Well Table Fill CN SL Slough Description Concrete Si
58. os us General 2 Sample 3 Lithology 4 Well Piezometer III ot NG Soil PatternTable AS 7 oy to export Y Te 4 me qe a CL FL LT MLS jac Click to select e 68 oi mH pattern and oL TP TL 35 pr ERSTE close table Y dd a2 Esla oan Y 2 mamas 36 W BR Gs Omanie 8 ll EE 2 MH Press to edit Click to select pattern and EC pattern close table s Aa 3S Default Pattem Import Pattern Files iow Translate Description Edit Figure 4 5 Soil Pattern Table Selection User can either select a pattern on the left side of the table or select text from the right side The table will automatically close and the pattern will be imported into the pattern column Input Page 3 Lithology If there is already a pattern in the same row of the column a Dual Patterns Panel will open Figure 4 6 Edit The pattern name and text can be edited You can press EDIT to change to editing mode so you can edit the text Save After editing press SAVE to save your work and close editing mode Close Close the table without selection Copy Description When the Copy Description box is checked the description of the pattern will be imported into the Description column Input Page 3 Lithology Figure 3 4 Note 1 A total of 40 patterns are available for your selection You can set the name and text for each pattern Note 2 Dual patterns are listed on the third col
59. ou want to input information at a certain depth without changing the soil layer you can leave the pattern of this row blank and only input the depth and description Input Page 4 Monitoring Well This page is for inputting well construction information la File Name EX01 LOG File Logs Edit Tools Tables Output Help ojeltali Sal oro s5 oe e ont 1 General 2 Sample 3 Lithology 4 Well Piezometer Fill Table panem e Pipe Type Table Double click this column to open Fill Pattern Table Highlight a row and then select a Figure 4 7 er 11 IAI P2 type C4 P1 I IFI Fa Pom ime i EM EH P6 Figure 3 5 Page 4 Monitoring Well Fill Table Input fill of the hole Depth Depth of top of fill change of fill material Pattern Fill Pattern Double click to open Fill Pattern Table Figure 4 7 Description Description of fill This table works the same way as the Lithology Table Type END at the bottom of the well hole The description will or will not be shown depending on which template you selected Pipe Table Input pipe information Depth Depth of well cap the first row and depth of pipe type end rows 2 to 4 Type Type of well cap and pipe type CivilTech Software Page 10 Description Text description of cap and pipe The first row is for the well cap You can select from C1 to C4 based on the Pipe Type Table The next 3 rows are
60. ound surface 35 Remarks This is remarks This is for typing text text text all you want to type for the boring is here Up o 255 words can be typed in here Here here here here PLATE 21 Date 09 04 08 File C Superlog4 PROJECT Ex22_test log SuperLog CivilTech Software USA www civiltech com Your Firm Name Boring Log No B 1 1999 RIVERFRONT CONDOM Location City of Seattle WO 2345 A Method Hollow Stem Continous Flight 6 Auger Ground EL 231 Hammer Pnumatic Downhole Hammer Hammer weight Ib 300 Hole depth ft 32 Sampler 2 OD Split spoon Drop in 30 G W T Drilling ft 10 feet Sampled by JKN Driller Tacoma Drilling Drill Date 2 23 99 Logged by VNF E 5 Notes m SPT blow ft Moisture 20 40 S z Soil Description Type Remark here fine content 34 fine content 34 fine content 34 heave noted fine content 34 Type new line van shear stress 2 tsf no recovery MO 12 12 12 12 23 23 38 60 4 50 5 12 15 12 4 12 11 12 12 12 5 Dense moist brown gray SAND Fill Stiff moist to wet black reddish brown PEAT grades to wet very soft gray black peaty clayey SILT Dense wet black to dark gray gray SAND with occasional wood and organics grades to
61. ppt Users can modify these pages to meet their requirements The two files are in the subfolder key For your convenience in inserting the symbols and patterns on the key pages the files of all the symbols and patterns are also included in the program package All the bitmap files are zipped in a self expandable file called bmp_self exe located in the key subfolder Double click on it and it will expand into many small bitmap files CivilTech Software Page 40 Date 09 04 08 File C Superlog4 PROJECTIEX01 LOG SuperLog CivilTech Software USA www civiltech com A Surface Elevation 234 IS T i NO lt AS S O A a Boring Date 11 2 99 N OY SF D xe Boring Location West Side of Building R EN SISSI 9 e MP KS Drilling Method Auger HD 1 uj FL Dense moist brown gray SAND Fill Type Remark E I here 5 ni gt HN CO Stiff moist to wet black reddish brown PEAT 5 va 20 Ml R j 12 e fine 27 23 content 34 23 o Hua fe og 52 8 _ grades to wet very soft gray black peaty clayey SILT lt M 20 31 15 38 A A 16 60 4 Att SM Dense wet black to dark gray gray SAND with occasional R FHJ wood and organics p heave noted 18 50 5 HH F 12 ti 20 a 15 HE 411 grades to wet very soft gray black peaty clayey SILT 23 H F 12 4 Ht a dE i x GWS Very soft wet gray slightly
62. r DAY AAFX059 JOB NO 72 75127 0149 PROJECT LOCATION SE 4231 SR 370 DRAWN BY Sgfu iufiudsfp Yellow Springs Green Co Ohio APPROVED BY Seewr ewrwer DRILLING and SAMPLING INFO TEST DATA Date Started 06 02 01 Hammer Wt 30 in Date Completed _D Jamison Hammer Drop 2in Drill Foreman Terewrewr Spoon Sampler OD _ erewr E E Inspector Wyt_uiyiui Rock Core Dia ewrewr 23 g 5 3 x 9 Se cp a Boring Method _ 140 lbs Shelby Tube OD ewrr 2 D5 ED 5 ET a o SG SQ 8o SE S ag amp o o oS Q amp Q PE lavo Ez Sel E FO gt g os 8 a S JES a SOIL CLASSIFICATION E 2 200595052 zz lo 2 go 8 8 a 6 5S 0 2 2 2 G 5 pa 5 E E 9 2 89 a 0832728 5 SURFACE ELEVATION 200 feet 5108623342 oHe S Ee Sila 0 Well Graded Gravels 0 Top Soil 1 1 ss 05 12 2 75 19 SA 4 J M Brown SANDY CLAY CL moist stiff 5 12 CU 0 6 6 15 M Dense tan moist silty SAND SM 7 Nil HH Very dense tan grey moist gravelly silty SAND Lm slk il 5 40 N M SM _ r e recovery O MJ a w 8 HI LEI 15 7 Hi 74 Rc 68 120 21 20 5 el i il Hard grey moist sandy SILT MH 18 20 15 curos sos Hard grey moist CLAY with some silt CH Es Sample Type Depth of Ground Water Boring Method SS Driven Split Spoon SZ At Drilling ST Pressed Shelby Tube CA Continuous Flight Auger RC Rock Core CU Cuttings CT Continuous Tube Y After Drilling HSA Hollow Stem Augers CFA Continuous Flight Augers
63. silty CLAY with red brown peat van shear 23 12 a very slight in plasticity kki stress 2 tsf 44 Pe 38 i l i becomes gray SILT mixed with REFUSE E 35 aad 30 ka ii k 4 no recovery 35 12 5 4 4 END Boring completed at and depth of about 61 5 feet below the ground surface Groundwater was encountered at about 24 0 LL feet 35 LOG OF BORING CIVILTECH SOFTWARE PpD i Plate 1 Project No EVERETT WASHINGTON Date 09 04 08 File C Superlog4 PROJECT Ex02_piez log SuperLog CivilTech Software USA www civiltech com 4 Surface Elevation HS Auger x g ja A i z AS gt SI Boring Date SPT NY S S X p Boring Location 2 Inch R g SAS A AS 9 2 wes Drilling Method 46 5 feet S AN Dense moist brown gray SAND Fill a 12 A Stiff moist to wet black reddish brown PEAT m T 20 10 e w 5 Je grades to wet very soft gray black peaty clayey SILT 5 6 O L R i E 27 38 20 D Dense wet black to dark gray gray SAND with occasional p S wood and organics L 5 SZ 23 52 3 A 20 31 1 30 g S B i grades to wet very soft gray black peaty clayey SILT L S 16 38 60 4 199 A 18 50 5 Very soft wet gray slightly silty CLAY with red brown peat 40 very slight in plasticity L 27 36 L 23 50 12 4 becomes gray SILT mixed with REFUSE L 23 12 o N E o a 60 38 Bor
64. ss 5 Copy to Boiler Press Edit then press this button to add text to Boiler CivilTech Software br Abbreviation Table Replacement brown gr gray bl black wh white fine medium coarse dense loose sit soft sand silt gravel cobbles clay sandy silty and gravelly clayey with Figure 4 8 Abbreviation Table Page 22 CHAPTER 5 VIEW AND PRINT REPORT Pressing the View button on the toolbar will open a Preview and Print screen similar to Figure 5 1 If the log has multiple pages you can jump to different pages using the page shift buttons You can print the current log only or an All Logs report Page Shift Page 1 of 1 af gt Preview and Print Close Es Print Zoom 66 Bla E aj Close Preview B 1 1999 Project Bay Mod Skype CA Date VN Logged By MYD Drill Rtg 2242 2 Bok Dia 5 SampkT MYD Initial Gw Depth 5 Fiol GH 33 Bok Ekv 213 w a la x EE Graphic Log thar or Sand wik giard dema SE You can attach drawings on boring log Instant preview with zoom in and out for multiple pages Siow fac Chard dense ia vap dane Figure 5 1 Preview and Print Screen Pressing the Print button on the toolbar will open a Preview and Print panel Figure 5 2 Preview and
65. ssing F2 will move the cursor to the end of the existing text Then the text you type will be added to the end of the existing text Clicking a cell twice will open a table if the cell is associated with a table Abbreviation typing is available in the Remark Column Input Page 2 Sample and the Description Column Input Page 3 Lithology For example if you type f to m sa and press the enter key the text will read fine to medium sand You can create your own abbreviations on the Abbreviation Table You can add common phrases into the Boilerplate and reuse them later This is available by double clicking on the Remarks column Input Page 2 Sample and the Description Text column Input Page 3 Lithology Copy Text Use the mouse to click the cell you wish to copy The text in the cell will be highlighted Then press the right mouse button and select copy from the edit panel See Figure 3 6 Paste Text Move the mouse to the desired cell and press the right mouse button again Select paste from the edit panel CivilTech Software Page 11 f SuperLog Y2 1 File Log Edit Tools Table Output Help Sella daf ot efl EE General Sample Lithology Well pen mee eT 3 8 11 12 14 Type Remark here 8 3A 12 13 14 13 ST 12 24 5 MATA 18 3A 12 Drda 23 NR 45 Cut 28 BG 23 Copy Paste Delete Selecta Figure 3 6 Use Right Mouse Click to Cut Copy Paste Text Op
66. sult your Windows manual for instructions The recommended resolution is higher than 800 x 600 Starting the Program Double click the shortcut icon called SuperLog on your Windows desktop or from lt START gt select Programs Superlog Quit Program Press Exit from the File menu Registration Registration Panel You will need to register your copy of this software to use its full capabilities When you A E first start the program the Registration Panel Eye ipl er rand tron a will appear Figure 2 1 If you do not register at this time you can always open this window Registation Code TWRYESESESS which is located under the HELP menu as the option REGISTER After your registration has been accepted this window will disappear The program will find the CPU ID number of your computer and indicate it at the top of the registration panel You may provide this number to CivilTech by telephone email or fax In return you will be given a registration code to enter into the panel along with your user name and company name Click Register to close the program Re open it and you will have full program capabilities You will need to have one license for each computer running the program Additional licenses may be obtained at discounted rates If further information is desired please contact CivilTech ctefdcivittech com A Register Phone 425 453 6488 X Later Fax 425 453 5848 Figure 2 1 Registration Panel CivilTech
67. t x coordinate of item no depth number beside tick mark increasing depth number beside tick mark as 1 but not shows top number as 1 but not shows bottom number as 1 but not shows top and bottom number RWD H L tick marks to the left R tick marks to the right lt blank gt item not shown Line W specifies type of line Style Size 14 Depth 2 X W Y Align CivilTech Software 0 no line 1 with line normal fonts italic fonts italic and bold fonts boldfonts font size wW Ne Show additional depth scale on report x coordinate of item 0 no depth number beside tick mark 1 increasing depth number beside tick mark 2 as 1 but not shows top number 3 as 1 but not shows bottom number 4 as 1 but not shows top and bottom number L tick marks to the left R tick marks to the right lt blank gt item not shown Page 32 Line W specifies type of line 0 no line 1 with line Style normal fonts italic fonts italic and bold fonts bold fonts Size font size UNDNkRe 15 Elevation Show elevation scale X x coordinate of item W Y no depth beside tick mark increasing depth beside tick mark decreasing depth beside tick mark as 2 but not shows top number as 2 but not shows bottom number as 2 but not shows top and bottom number nmR gt N Align L tick marks to the left R tick marks to the right lt blank gt item not shown Line W specifies type of line 0 no line 1 with lin
68. the person can view and print the log report It can be integrated into your database or GIS system and executed by a command line as follows View xxxx vie xxxx vie would be the name of the report file created in Figure 5 2 If the report file is not specified in the command line the program looks for view vie If view vie cannot be found it will prompt you to find another file The command line can be put in program source code a macro or the execute line of your database e g Access CivilTech Software Page 24 CHAPTER 6 TEMPLATE DESIGN Each log file requires a template to attach to 1t so that the report can have a particular format The template is saved in a file When the user creates a new log file he or she can select one of many standardized template files or create a custom template The custom template can be based on existing templates or created from scratch The Template Design screen can be opened from the main menu by Tools Design Template Note 1 If youare using an existing template you only need to change the logo and company name You should go directly to Design Page 3 Fig 6 4 After making your changes you can save the template as the Default template Note 2 The current template in the Template Design screen may not be the same as the template in the current log in the Input screen Make sure you check the template file name at the top of the Template Design screen Page 1 see Figure 6 1
69. tions Open Reference Tables and Edit Mode Mouse double click to open tables Press F2 to edit C Mouse right click to open tables Press F2 to edit Press F4 to open tables Press F2 to edit IV Descriptions appear on subsequent pages M Show vertical text on the left side and page border fh Close Figure 5 7 Options Options Panel From the pull down menu Tools Options the Options panel can be opened Three items can be changed by users 1 Method for opening the pop up reference tables for Symbol Pattern and Abbreviation Choose a mouse operation or the function key 2 Descriptions on multiple pages If a log splits into several pages and one soil type also splits into two pages the descriptions of the soil type will appear on the subsequent page If you do not want the descriptions to appear on the subsequent page you can turn the function off 3 Show vertical text You can turn off the page border and the vertical text on the left side of the page It is useful if you want to copy the graphical report to other Windows programs or save it to a metafile CivilTech Software Page 12 CHAPTER 4 MENUS TOOLBARS AND TABLES The Main Menu Each item in the main menu has a pull down menu la SuperLog Y2 1 File Log Edit Tools Table Qutput Help B Go to 1st Log Ctrl F1 een Go to Last Log Ctrl F12 I Gen EST ARE 3 Delete Last Log Ctrl Del k here 8 kz 13 ST 12 24 5 Figure
70. tware engineering These engineers have many years of experience in design and analysis in these fields as well as in special studies including seismic analysis soil structure interaction and finite element analysis CivilTech has developed a series of engineering programs that are efficient easy to learn engineering oriented practical and accurate CivilTech Software programs include PlanTrack TimeTrack DailyReport WinMarket Shoring Heave Lpres Epres Upres Tunnel Buried Structures All Pile SuperLog Pinned Pile and Lab Testing programs These programs are widely used in the U S and around the world For more information visit our Web site at www civiltech com CivilTech Software Page 1 CHAPTER 2 INSTALLATION AND REGISTRATION Installation Setup Insert the setup disk into floppy drive A or B In Windows 3 1 go to the FILE menu and select RUN In Windows 95 98 2000 or NT press lt START gt and select RUN Type A setup or B setup Press lt OK gt and follow the directions on the screen The installation program will automatically create a shortcut icon called SuperLog on your Windows desktop and a SuperLog folder When you first start the program you will be in unregistered mode To register the software see the instructions in the Registration Section below Configuration The software configuration uses your existing Windows settings However you can change your configuration later in Windows Con
71. umn of the Soil Pattern text table Dual patterns also can be created through the Dual Patterns Panel Figure 4 6 CivilTech Software Page 18 Dual Patterns Panel This panel will open if you select a pattern from the Soil Pattern Table Figure 4 5 and a pattern already exists in the row of the Pattern column Figure 3 4 that you specified You can use the panel to decide whether you should e Keep the existing pattern e Overwrite the existing pattern with the new one e Add the new one to the existing one using the dual pattern method fy SuperLog Y2 1 File Log Edit Tools Table Output Help General Sample Lithology well Description T ext 0 GM Clayey Sands 12 Gc Poorly Graded Gravels 30 Dual Patterns Panel Keep Existing Select one to close C Overwrite Existing Add to Existing Dual Patterns Figure 4 6 Dual Patterns Panel Test Data Greater than Maximum Limits If a template uses the graphical test data see Example files 12 16 20 and 24 the test data show in graphical symbols in a chart If data are greater than the maximum limits of the chart a will appear on the top of the symbol User Defined Symbols and Patterns The program has default symbol and pattern tables If you want to use different symbols and patterns follow the steps below 1 Modify the pattern and symbol files In the folder SUPERLOG KEY a group of files can be found named 0 bmp to 39 bmp s
72. ut box blank The default setting is showing the date above the water symbol in the report You can also rotate the date 90 degrees To set this option open the Template Design Screen Tools Design Template then in the Design Page 1 Main Table 3 set the lt Style gt property in lt Water gt row 1 as shown in Figure 3 The default setting is 0 Page Number Options There are two options for page numbering CivilTech Software Page 7 1 The default option has the pages numbered sequentially in each log If the first log has 3 pages the number of each page is Page 1 Page 2 and Page3 2 The other option is to number all the pages in a log with the same page number If the first log has three pages each page will be numbered Page 1 The second log has all page numbers Page 2 To set this option open the Template Design Screen Tools Design Template then in the Design Page 1 Main Table 3 set the lt Line w gt property in lt Page No gt row 1 as shown in Figure 3 The default setting is O for the option 2 Input Page 2 Sample Table This page is for inputting sample information Depending on the template you choose the items in this example may be different from the template you view However the following information is provided on a typical template te File Name Ex1 log fx File Log Edit Tools Table Output Help lefts aj 1091001 f EEC 4 3 Eve O rm 1 General 2 Sample 3 Lithology 4 Well Pi
73. wet very soft gray black peaty clayey SILT Very soft wet gray slightly silty CLAY with red brown peat very slight in plasticity becomes gray SILT mixed with REFUSE Boring completed at and depth of about 30 feet below the ground surface 35 Remarks This is remarks This is for typing text text text all you want to type for the boring is here Up o 255 words can be typed in here Here here here here PLATE 22 Date 09 04 08 File C Superlog4 PROJECT Ex23 log SuperLog CivilTech Software USA www civiltech com MY GEOTECHNICAL ENGINEERING INC BORING LOG NO B 1 2000 PROJECT NAME RIVERFRONT CONDOM PROJECT NO WS4687 3 LOCATION CAPITAL HILL 2346 STR GROUND EL 234 DRILLER JKN LOGGER SDF HOLE DEPTH ft 24 DRILL DATE 8 23 00 METHOD 8 Auger LABORATORY TEST RESULTS S gt x EE 3 Bee T n z 09 E 7 ted lt B 5 sja j 3 e Soil Description o 4 gt 5F8 8 o gt ZZ oc 205 n 2 2 la sad Q 0 Z mo gt KZ 3 O 2 Ses O LLI oc o I G o S6 2 o 200 06708 4 SM Brown silty sand with gray gravel very a 1 12 dense UYyoyu poiupo opioi pi pi pi p plipli 8 8 12 5 a co Stiff moist to wet black reddish brown E ZIE 2 5 PEAT 15 15 5 a kk 3 13 24 24 7 T 4 9 46 46 23 22 z 10 7 190 10 I grades to wet very soft gray black peaty Z AN 5 8 clayey SILT 23 2
74. wet very soft gray black peaty clayey SILT Piczo 40in borehole a lt o a Very soft wet gray slightly silty CLAY with red brown peat very 40 slight in plasticity 50 becomes gray SILT mixed with REFUSE 6 in borehole 60 Botton Elv 150 Boring completed at and depth of about 61 5 feet below the ground surface 70 Stratigraphy and RIVERFROT COMDOM Well Completion Company Logo EVERETT WASHINGTON Plate 11 Date 09 04 08 File C Superlog4 PROJECT Ex12_Tet log SuperLog CivilTech Software USA www civiltech com RIVERFROT COMDOM B 1 1999 2345 A City of Seattle Geologist 2 23 99 Elevation Tacoma Drilling This is remarks This is for typing A A i text text text all you want to type Date Drilled Hollow Stem Continous Flight 6 Augaring Depth 10 feet for the boring is here Up to 255 Driller Pnumatic Downhole Hammer Water Level 300 words can be typed in here Here Drilling Method 2 OD Split spoon MEME MEE p 5 2 mmm SPT Test Data s gt a 3 Geologic Description E Moisture ui 2 20 40 60 80 9 Dense moist brown gray SAND Fill L m F E Stiff moist to wet black reddish brown PEAT ae L mu E p o uznnnanunannananunananananinnnnniu 1110 xi 190 grades to wet very soft gray black peaty clayey SILT E Ica LL 7 E A se ma EEN x 7 ee e z ES Dense wet black to dark
75. xle E view 2 Prin 1 General 2 Sample 3 Lithology 4 Well Piezometer Depth Pattem Description T ext E FL Dense moist brown gray SAND Fill co Stiff moist to wet black reddish brown PEAT Double grades to wet very soft gray black peaty clayey SILT click on SM Dense wet black to dark gray gray SAND with occasional wood and organics this grades to wet very soft gray black peaty clayey SILT column to GWS ery soft wet gray slightly silty CLAY with red brown peat very slight in plasticity becomes gray SILT mixed with REFUSE Boring completed at and depth of about 61 5 feet below the ground surface Groundwater was encountered at about 24 0 feet below the ground open Soil END Pattern Table Figure 4 Double click this 5 column to open Speed Tables Figure 4 8 Figure 3 4 Page 3 Lithology Depth The depth of the soil layers and soil information If the depth you input is greater than the hole depth in Input Page 1 the program will add END as the pattern and add the ending description Pattern The soil pattern for the layer Double click this field to open the Soil Pattern Table If a period is present before the text the text will not be shown in the report CivilTech Software Page 9 Description The description or comments at the selected depth Use a tilde to create a line break so that the text will move to a new line in the report If y

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