DC 02 & DC 03 SANITARY RELIEF PROJECT (BRENTWOOD BLVD – CONWAY ROAD) PHASES III & IV
TRENCH BLASTING FOR SANITARY SEWER INSTALLATION
PHASES III & IV TRENCH BLASTING FOR SANITARY SEWER INSTALLATION - - PowerPoint PPT Presentation
DC 02 & DC 03 SANITARY RELIEF PROJECT (BRENTWOOD BLVD CONWAY ROAD) PHASES III & IV TRENCH BLASTING FOR SANITARY SEWER INSTALLATION Agenda 2 Introductions Goals MSDs Mission and Project Overview J.H. Berra Const.
TRENCH BLASTING FOR SANITARY SEWER INSTALLATION
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blasting per St. Louis Country Regulations in order to maximize efficiency and minimize disturbance
blasting
procedures and regulations
environment by responsibly providing wastewater and storm water management.”
PROJECT CLEAR
Improve water quality in streams Investment of billions of dollars Required by US EPA and Missouri Coalition for the Environment. www.ProjectClearSTL.org
release sewage into creeks
Conway & Lindbergh. Excess flow will be stored in tunnel.
Ladue is under construction. Phase III & IV will begin soon.
DC 02 & DC 03 Sanitary Relief Phase 1
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Blasting (Total Project = ~ 18,000 LF)
Blast Location
Louis County
(Occupational Safety and Health Administration) and MSHA (Mine Safety and Health Administration)
Deer Creek Trunk Sewer
NEARLY 4X AS LONG AS BLASTING
200 LF LONG/WIDE, THE WORK WILL TAKE NEARLY 1 MONTH VERSUS 1 WEEK TO COMPLETE
required mechanical means of rock excavation (i.e. Close proximity to houses, utilities, roadways, etc.)
any excavation taking place
blast. Note: Option #1 is the preferred method; however, the condition of the overburden will determine if it is feasible
Video #1 – without pre-excavation Video #2 – with dirt backfill (Most Applicable to our Proposed Blasts) Video #3 – with blasting mats
procedures
Safety and St. Louis County Blasting Requirements
Structures from USBM RI-8507
Older Plaster-
2 Story Wood Frame 1 Story Wood Frame 2 Story Brick
FACTORS AFFECTING STRUCTURES
PEAK PARTICLE VELOCITY FREQUENCY AIR OVERPRESSURE
1 10 100
FREQUENCY (Hz)
0.1 1 10
PARTICLE VELOCITY, in/sec
. 3 i n 0.75 in/sec Drywall 0.50 in/sec Plaster . 8 i n 2.0 in/sec
USBM – SAFE LEVELS OF BLASTING VIBRATIONS FOR HOUSES
10.00
3.00 0.75 0.50 0.02
0.00 2.00 4.00 6.00 8.00 10.00
Reinforced Concrete Mortar Joints Drywall Plaster on Lath Initial Perception
(2 to 10 Hz) (3 to 15 Hz)
Remote Seismograph Monitoring Stations
Air Overpressure Effects
Air Overpressure Level Comparisons
0.05 0.1 0.15 0.2 0.25 0.3 P.S.I.
Thunder 1/2 mile State Limit Thunder 1000' Single Pane Glass Breakage
124 dBL 133 dBL 138 dBL 160 dBL
Offer Pre-Blast Inspections Within 500’ Radius Ground Vibration Limit 2.0 ips Air Overpressure Limit 133 dBL
Method of documentation may include digital photographs, video, audio description, photo log or diagrams
and defects performed room by room, wall by wall Exterior conditions and defects are documented with digital photographs and/or video, including a photo mosaic
meeting to survey the damaged areas
the homeowner for comparison
which whom will perform the investigation and be in touch with the property owner
and the status of all claims is closely monitored by the CM Team
blasting per St. Louis Country Regulations in order to maximize efficiency and minimize disturbance
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J.H. Berra Project Manager: Kevin Bielicki (314) 487-5617 Kbielicki@jhberra.com