Post on 09-Feb-2021
AEG/Geotechnology, Inc. Student WorkshopSt. Louis, Missouri
September 6, 2014
Sponsored by:Geotechnology, Inc.Association of Environmental & Engineering Geologists - St. Louis Section (AEG)Teklab, Inc.Eco-Rental
Workshop Staff:AEG
Vince Epps, R.G. - Member
Lynne Hazelip, R.G. - Treasurer, St. Louis Section
Stephanie Kline, E.I. - Member
Duane Kreuger, R.G. - Past President, AEG National
Doug Lambert, R.G. - Member
Dale Markley - Chair, St. Louis Section
Michael Roark, R.G, LEED AP - Vice Chair, St. Louis Section
Anna Saindon, Ph.D., P.E., R.G. - Member
Geotechnology:
Vince Epps, R.G. - Senior Geologist
Buffy Flemming - Marketing Coordinator
Dan Greenwood, P.E., R.G. - Senior Project Manager
Alan Karns - Drilling Foreman
Stephanie Kline, E.I. - Engineer
Duane Kreuger, R.G. - Branch Manager
Doug Lambert, R.G. - Geophysical Group Manager
Michael Roark, R.G, LEED AP - Senior Project Manager/Geophysicist
Anna Saindon, P.E., R.G. Ph.D. - Project Manager
Brock Slinkard - Senior Driller
Tim Wilson, R.G. - Geologist
Sponsored by:
Agenda8:30 - 9:30 Check-in, breakfast Entry/training room9:30 - 9:45 Introductions, group assignments Training room10:00 - 11:00 Session 1: Drilling/Logging* SE corner of yard11:15 - 12:15 Session 2: Laboratory Testing* Clean Lab12:30 - 1:00 Lunch Training room/lunch room1:15 - 2:15 Session 3: Geophysics* SE grass area2:30 - 3:30 Session 4: Environmental Sampling SW corner of yard3:30 - 4:00 Wrap-up Training room
* Sessions 1, 2, 3, and 4 will run concurrently from 10:00 am through 3:30 pm with four different groups rotating through each session. Groups will be lead by Duane Kreuger, Doug Lambert, Dale Markley/Dan Greenwood and Kerry Magner.
Restrooms: There are restrooms in two locations: from the training room where you’ll begin your day with breakfast, exit to your left and the restrooms are on your left. If you exit to your right, walk down the ramp, go through the double doors and the restrooms are on your right.
Cell phones: Please turn all cell phones off as not to disturb instructors and fellow students during the workshop. You will have the opportunity to check messages and make phone calls during lunch.
Safety gear: Safety is a top priority at Geotechnology. If you did not bring safety glasses or a hard hat, we will lend you gear for the day. You will be able to pick them up in the drill shop at the beginning of the drilling session. You will need to return them when the session is over.
Sponsored by:
AEG/Geotechnology, Inc. Student Workshop ReviewSt. Louis, Missouri
September 6, 2014
Grade:
A = Excellent B = Good C = Fair D = Poor
Workshop evaluation:
Workshop Usefulness Content What did you like best? What did you like least?
Drilling/Logging
Laboratory Testing
Geophysics
Environmental Sampling
Additional comments (suggested improvements, other thoughts on the workshop)
Sponsored by:
Water Content (ASTM D 2216 & D 4643)
DATE PROJECT PROJECT NAME NO.
General Test Balance Used: BA- Oven Used: OV- Sheet of Information:
Water Content InformationBoring Sample Depth Tare Tare + Tare + Tare Water Visual Identification
No. No. (ft) No. Wet Soil Dry Soil Weight Content (Color, Group Name & Symbol) (g) (g) (g) (%)
REMARKS:
Tested By: Calc. By: Checked By: Date: Date: Date:
201 (12/17/09) Moisture Content.xls, Soil 8/1/2014
LABORATORY LOG OF TUBE SAMPLE
Project No.: Project Name.: Date Opened: By:
Boring No.: Sample No.: Depth (ft): to
Type Std. "Shelby" Other:
Tube Dimensions: Outside Diameter (in): Recovery (in):
Tube Dented End(s) not sealed Other: Sample Condition Good Fair Poor DisturbedCondition:
Remarks:
Tube Sample Soil Identification and Processing RemarksScale Use (Draw lines to indicate top and botton of soil's surface and where sample was taken.(in) (Test Type) Identify cut lines with: "Cut" "Date: m/d/y" "Your Initials")
Natural Moisture Content Tare Number Wet Mass + Tare Dry Mass+ Tare Tare Mass Water Content
(g) (g) (g) (%)
Tested By: Calculated By: Checked By: Date: Date: Date:
14.0
16.0
18.0
0.0
22.0
24.0
20.0
2.0
4.0
6.0
8.0
10.0
12.0
102 (12/08/09) TubeLog.xls, 2.0-Scale 8/1/2014
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Field Form – Utility Survey No Vac Exc Rev. 08/2014
UTILITY SURVEY FIELD REPORT
Date: _______________________ Page ___ of ____
Project: _________________ Project No.: ______ Location: _ __________________________ __ Client: _____________ Geophysical Instruments: _________________________________________________________ Legend FO Fiber Optic OMH Manhole EOI End of Surface Geophysical Information W Water * Fire Hydrant EORI End of Record Information FP Fire Protection Φ Drop Inlet AATUR Utility Abandoned According to Utility Records G Gas X Valve AATFI Utility Abandoned According to Field Inspection T Telephone € Utility End Point EATUR Empty According to Utility Records E Electric Utility Pole ______________________________________ S Sewer Light Pole ______________________________________
UNK Unknown ◉ Proposed Boring ______________________________________ NOTE: All utilities depicted at Quality Level D, C, or B unless labeled as QLA data point. Site Sketch Approximate Scale 1 unit =
Notice The geophysical methods used are non-intrusive, indirect methods based on transmitting and recording electromagnetic signals and are potentially influenced by a variety of natural or man-made conditions. The potential for detecting the presence or absence of underground objects is based on the quality of the recorded data as limited by site conditions, and on the interpretation of the data received; hence, there will always be the potential of not observing a subsurface object or interpreting the presence of a subsurface object where one does not exist. In addition, Geotechnology can make no interpretation as to the presence of underground features at locations beyond the survey area.
Utility sketches and drawings prepared by Geotechnology for this utility survey are not based on land surveying and should not be relied upon for design or construction purposes. These depictions of utilities are approximate and presented only to illustrate the general arrangement of utilities observed and designated on site. Field designations should be surveyed by a registered surveyor for preparation of more accurate utility drawings.
Geotechnology endeavored to perform the survey in accordance with generally accepted practices of other consultants undertaking similar studies at the same time and in the same geographical area. The findings and conclusions stated herein must be considered not as scientific certainties, but rather as professional opinions concerning the significance of the limited data gathered during the course of the survey. No other warranty, express or implied, is made.
Field Representative: _______________________________________ Checked By: __________________________________________________
Utility Uniform Color Code by APWAWHITE - Proposed Excavation
GREEN - Sewers and Drain Lines
BLUE - Potable Water
PURPLE - Reclaimed Water, Irrigation and Slurry Lines
ORANGE - Communication, Alarm or Signal Lines, Cables or Conduit
YELLOW - Gas, Oil, Steam, Petroleum or Gaseous Materials
RED - Electric Power Lines, Cables, Conduit and Lighting Cables
PINK - Temporary Survey Markings
geotechnology.com
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Drilling/LoggingLaboratoryGeophysicsEnvironmental