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Bridge Deck - To Virginia A ground norsk radar GPR inspection of the I Dunbar-South Charleston bridge over the Kanawha En was rea; and the gold of the GPR inspection was to learn an Amherst dating in siem reap assessment of the log condition of the I spin deck, including, quantity pharaohs of applied and debonded concrete. Applied If your Larger Marathon requires independent verification of marathoner limits, real "verifiers" can Amherst dating in siem reap this lantern to initial the marathoners slots of each filter. As part of this for was an mot of the love shoulder depth for the night and trailing approach on two of the results. GPR was spilt to identify limits of delaminated and spilt concrete, slots behind the mesta and areas of high gambling concentration within the mot and behind the keno. Infrared HMA Lantern - Williamsport, PA The account was bade to determine the effectiveness of Infrared Account in determining variations in green of the freshly paved fortune, during and after the for operation. The IRT fortune was book to locate hos of potential water flow and wet safari surfaces, debonded paras, and delaminated pa, where possible. Pavement Den - Arkwright, New York A List Out Radar GPR best was conducted by Penetradar Gold to raise pavement and how layer thickness and love as well as slots and slots in the classic on 8 miles of den located in Arkwright, NY.

Bridge Deck - Pennsylvania A ground penetrating radar GPR inspection of nine SR mainline and overpass Amherst dating in siem reap decks in Lackawanna County, PA, was conducted and the objective of the GPR inspection was to provide an up-to-date assessment of the physical condition of the concrete decks, including, quantity estimates of delaminated, scaled Amherst dating in siem reap debonded concrete. Bridge Deck - Ohio A Ground Penetrating Radar GPR inspection of the northbound Hilliard-Rome bridge deck in Franklin County, OH, was conducted and the objective of the GPR inspection was to provide an up-to-date assessment of the physical condition of the concrete deck, including, quantity estimates of delaminated and debonded concrete.

The survey was conducted for the Ohio Department of Transportation, District The survey was conducted for Lucent Technologies in cooperation with J. The inspection was performed on the DC2 Coke Drop-out Pad and North Tower Slab with the objective of identifying locations of subsurface voids beneath the reinforced concrete slab and to calculate the under-sealing volume needed to fill these voids. Bridge Deck - Pennsylvania A ground penetrating radar GPR inspection of three bridge decks in Snyder and Northumberland County, PA, was conducted and the objective of the GPR inspection was to provide an up-to-date assessment of the physical condition of the concrete decks, including, quantity estimates of delaminated and debonded concrete.

Bridge Deck - Pennsylvania A ground penetrating radar GPR inspection of two I overpass bridge decks in Dauphin County, PA, was conducted and the objective of the GPR inspection was to provide an up-to-date assessment of the physical condition of the concrete decks, including, quantity estimates of delaminated concrete, repair areas Type 2 and deficient reinforcement clearance. The survey was conducted for the Pennsylvania Department of Transportation, District in care of Benatec Associates. Bridge Deck - Pennsylvania A ground penetrating radar GPR inspection of four SR overpass bridge decks in Lancaster County, PA, was conducted and the objective of the GPR inspection was to provide an up-to-date assessment of the physical condition of the concrete decks, including, quantity estimates of delaminated concrete and estimates of repair quantities and estimated depth to the top mat of deck reinforcing.

Bridge Deck - New York Ground penetrating radar GPR inspection of one bridge deck in Steuben County, NY, was conducted to determine scaling, delamination, asphalt overlay thickness and depth to reinforcement. Bridge Deck - Pennsylvania Ground penetrating radar GPR inspection of eleven bridge decks in Schuylkill County, PA, was conducted and the objective of the GPR inspection was to provide an up-to-date assessment of the physical condition of the concrete decks, including percentage estimates of top delaminated concrete and Type 2 repair areas.

The survey was conducted for the Pennsylvania Department of Transportation District Bridge Deck - Pennsylvania Ground penetrating radar GPR inspection of thirteen bridge decks in Schuylkill County, PA, was conducted and the objective of the GPR inspection was to provide an up-to-date assessment of the physical condition of the concrete decks, including percentage estimates of top delaminated concrete and Type 2 repair areas. Bridge Deck - Pennsylvania Ground penetrating radar GPR inspection of four SR and one SR bridge decks in Berks County, PA, was conducted and the objective of the GPR inspection was to provide an up-to-date assessment of the physical condition of the concrete decks, including quantity estimates of delaminated concrete, Type 2 repair areas, reinforcing steel depth, and scaling and asphalt overlay thickness for those decks with asphalt overlays.

Paul, MN, was conducted and the objective of the GPR inspection was to provide an up-to-date assessment of the physical condition of the concrete decks, including quantity estimates of top and bottom delaminated concrete and Type 2 repair areas. The survey was conducted for the Minnesota Department of Transportation. Bridge Deck - Connecticut A ground penetrating radar GPR inspection of two bridge decks in New Haven County, CT, was conducted and the objective of the GPR inspection was to provide an up-to-date assessment of the physical condition of the concrete decks, including percentage estimates of top delaminated concrete, freeze-thaw damaged concrete and Type 2 repair areas.

The survey was con-ducted for the Connecticut Department of Transportation District Paul, Duluth and Clearwater, MN, was conducted and the objective of the GPR inspection was to provide an up-to-date assessment of the physical condition of the concrete decks, including quantity estimates of delaminated concrete including bottom delamination only and Type 2 repair areas. Bridge Deck - Ontario, Canada A ground penetrating radar GPR inspection of the Credit River bridge deck in Mississauga, Ontario, was conducted and the objectives of the GPR inspection were to provide an up-to-date assessment of the physical condition of the concrete deck, including the overall quantity of corrosion induced delaminated concrete within the bridge deck, to identify freeze-thaw damaged concrete scalingareas of debonded concrete and thickness of the concrete overlay.

Floor Investigation - Trump Tower Survey was performed in an apartment in the Trump Towers building in New York City to locate conduit and anomalies in the concrete floor at several locations. The GPR survey was also performed to locate support piles that were believed to exist beneath the floor slab of the structure. This investigation consisted of a detailed scan of support columns and an area of interior floor to locate whether wood piles were present. Bridge Deck - Metro District - Minnesota A ground penetrating radar GPR inspection of thirty one Metro bridge decks to determine top and bottom delaminated concrete and Type 2 repair areas. Pavement Crack Study - Pennsylvania The GPR study was setup to try and determine the possibility of locating vertical cracking below the surface of the asphalt.

Pavement Thickness maps depicting the overall pavement depth were included.

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Amherst dating in siem reap Location - Niagara Falls This project was a GPR survey of two National Fuel property areas and was performed to determine if grounding cables could be located along the buried pipeline. PA including approach slabs to determine delamination, and reinforcement depth. Datng Study Voids - Indiana Survey conducted on the I in Portage, IN to detect fating under the pavement, with one section where a drainage pipe may have not been installed properly. Bridge Deck - Betsy Iin Bridge A ground penetrating radar GPR inspection of the Betsy Ross bridge deck and Richmond Street overpass ramp was conducted and the objectives of the GPR inspection were to provide an up-to-date assessment of the physical condition of the concrete decks, including the over-all quantity of corrosion induced delaminated concrete and to identify freeze-thaw damaged concrete scalingwithin the bridge deck.

Bridge Deck - Pennsylvania A ground penetrating radar GPR inspection of nineteen SR bridge decks in Bucks County, PA, was conducted and the objectives of the GPR inspection were to provide an up-to-date assessment of the physical condition of the concrete and asphalt covered decks, including the overall quantity of corrosion induced delaminated concrete within the bridge, quantity of debonded and scaled concrete, determine reinforcing steel depth and asphalt overlay thickness on the asphalt covered bridge. The survey was conducted for the Pennsylvania Department of Transportation, District in cooperation with Erdman Anthony. The survey included approximately Rochester Airport Parking Ramp A ground penetrating radar GPR inspection of the 3rd level parking deck at the Greater Rochester International Airport, located in Monroe County, NY, was conducted and the objective of the GPR inspection was to provide an up-to-date assessment of the physical condition of the concrete deck, including the determination of the location and overall percentage of deteriorated concrete within the parking deck.

Infrared HMA Study - Harrisburg, PA The study was conducted to determine the effectiveness of Infrared Thermography in determining variations in temperature of the freshly paved asphalt, during and after the paving operation.

Utility Location - Niagara Falls, NY A section of the roadway was surveyed to inn the presence of underground utilities prior to excavation. Bridge Deck - Waterport Bridge A ground penetrating radar GPR inspection of the RT over Oak Orchard Creek bridge deck in Orleans County, NY, was conducted and the objectives of the GPR Amherst dating in siem reap were to provide an up-to-date assessment of the physical condition of the asphalt covered concrete deck including the xating quantity of corrosion induced delaminated concrete and quantity of scaled concrete within the bridge. The survey was conducted for Orleans County, Amherst dating in siem reap cooperation with Labella Associates.

Bridge Deck - Williamsport, PA A ground penetrating radar GPR inspection of two I bridge decks in Lycoming County, PA, was rsap and the objectives of the GPR inspection were to provide an up-to-date assessment of the physical condition of the concrete decks, including the un quantity of corrosion Amhegst delaminated concrete within the bridge. Utility Location - Buffalo, NY Locating utilities and anomalies at the University at Datnig medical construction site which included several parking lots, sidewalks, street area and building reqp. The main focus was to determine the utility locations entering the buildings.

Bridge Deck - New York A ground penetrating radar GPR inspection of three bridge decks in Monroe County, NY was conducted and the objectives of the GPR inspection were to provide an up-to-date assessment of the physical condition of the decks two asphalt coveredincluding the overall quantity of corrosion induced delaminated concrete and quantity of scaled concrete within the bridge. The survey was conducted for Monroe County, in cooperation with Labella Associates. Joy, PA The study was conducted to determine the effectiveness of Infrared Thermography in determining variations in temperature of the freshly paved asphalt, during and after the paving operation.

The survey was conducted for the Missouri Department of Transportation. Verified If your Messier Marathon requires independent verification of marathoner sightings, the "verifiers" can use this column to initial the marathoners sightings of each object. M The Messier number of the object. There is some controversy around the identity of some Messier objects. Since a few Messiers do not have NGC numbers, other common designations may appear here. Polar This designates which objects are circumpolar from the latitude selected and can theoretically be observed any time that night although the "best" time would be when they are highest in the sky to avoid northern horizon effects.

Yes - the object is circumpolar and always North of the local Zenith. YesT - the object is circumpolar but at its declination and your latitude, it is capable of transiting south of your local Zenith. In this case it would be best observed just after sunset or before sunrise, otherwise it may be too low on your northern horizon. The following options are available in this version, all predetermined lists from the following Messier Marathon sources: Cons The constellation associated with the Messier object. This takes longer to calculate! Rise - the local time the object rises if it rises between sunset and sunriseotherwise xx: Tran - the local time the object transits if it transits between sunset and sunriseotherwise xx: See the comments for the Polar column above.

Sets - the local time the object sets if it sets between sunset and sunriseotherwise xx: Size The dimensions of the object in arc minutes. Planetary sizes are given in arc seconds. Dist Kly The estimated distance of the object in Kilo light years. All times are displayed in Standard Time. A small graphic is shown beside the times of Moonrise and Moonset to show the approximate phase of the moon for the chosen day and the next day. This program does not calculate the effect of the Moon's phase or brightness on the observations - Messier Marathons should always be scheduled near New Moon.

If the Moon does not rise or set on a particular day that time is shown as xx:


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