Abbreviations and Acronyms: Difference between revisions
Jump to navigation
Jump to search
mNo edit summary |
(Replaced FCM with NSTM) |
||
(7 intermediate revisions by 3 users not shown) | |||
Line 1: | Line 1: | ||
== Abbreviations and Acronyms | {{GlobalNav}} | ||
°C | {| class="wikitable" style="text-align:left;width: 75%;margin-left:auto;margin-right:auto;" cellpadding="15" | ||
| colspan="2" style="color:white;background-color:navy;font-weight:bold;text-transform: uppercase;text-align:center;"| Abbreviations and Acronyms | |||
°F | |- | ||
|style="width: 15%;"|°C | |||
1-D | |degrees Celsius | ||
|- | |||
2-D | |°F | ||
|degrees Fahrenheit | |||
3-D | |- | ||
|1-D | |||
AADT | |one dimensional | ||
|- | |||
AASHTO | |2-D | ||
|two-dimensional | |||
ABC | |- | ||
|3-D | |||
ADA | |three-dimensional | ||
|- | |||
ADD | |AADT | ||
|annual average daily traffic | |||
ADT | |- | ||
|AASHTO | |||
ADTT | |American Association of State Highway and Transportation Officials | ||
|- | |||
AHP | |ABC | ||
|Accelerated Bridge Construction | |||
APD | |- | ||
|ADA | |||
AREMA | |Americans with Disabilities Act | ||
|- | |||
ASCE | |ADD | ||
|Addendum | |||
ASR | |- | ||
|ADT | |||
ATON | |average daily traffic | ||
|- | |||
AWS | |ADTT | ||
|average daily truck traffic | |||
BFE | |- | ||
|AHP | |||
BMS | |Analytic Hierarchy Process | ||
|- | |||
BOEF | |APD | ||
|accelerated project delivery | |||
CADD | |- | ||
|AREMA | |||
CAPWAP | |American Railway Engineering and Maintenance-of-Way Association ''(but this manual uses the acronym to refer to the AREMA Manual for Railway Engineering)'' | ||
|- | |||
CCA | |ASCE | ||
|American Society of Civil Engineers | |||
CCNS | |- | ||
|ASR | |||
CE | |alkali-silica reaction | ||
|- | |||
CFA | |ATON | ||
|aids to navigation | |||
CFR | |- | ||
|AWS | |||
CFRP | |American Welding Society | ||
|- | |||
CJP | |BFE | ||
|Base Flood Elevation | |||
CLOMR | |- | ||
|BMS | |||
CMS | |Bridge Management System | ||
|- | |||
CPM | |BOEF | ||
|Beam on elastic foundation | |||
CPT | |- | ||
|CADD | |||
CSE | |computer-aided design and drafting | ||
|- | |||
CTP | |CAPWAP | ||
|Case Pile Wave Analysis Program | |||
DCDPF | |- | ||
|CCA | |||
DEF | |chromate copper arsenate | ||
|- | |||
DelDOT | |CCNS | ||
|closed cell neoprene sponge | |||
DEM | |- | ||
|CE | |||
DGM | |carbon equivalent | ||
|- | |||
DHV | |CFA | ||
|continuous flight auger | |||
DMS | |- | ||
|CFR | |||
DMT | |Code of Federal Regulations | ||
|- | |||
DNREC | |CFRP | ||
|carbon fiber reinforced polymer | |||
DRBA | |- | ||
|CJP | |||
DRC | |complete joint penetration | ||
|- | |||
EAP | |CLOMR | ||
|conditional letter of map revision | |||
EM | |- | ||
|CMS | |||
EOR | |Changeable Message Signs | ||
|- | |||
EPS | |CPM | ||
|Critical Path Method | |||
ERDC | |- | ||
|CPT | |||
ESRI | |Cone Penetrometer Tests | ||
|- | |||
|CSE | |||
|copper-sulfate half-cell electrode | |||
|- | |||
|CTP | |||
FHWA | |Capital Transportation Program | ||
|- | |||
FIS | |DCDPF | ||
|''Design and Construction of Driven Pile Foundations'' | |||
ft | |- | ||
|DEF | |||
FTP | |delayed ettringite formation | ||
|- | |||
GeoHMS | |DelDOT | ||
|Delaware Department of Transportation | |||
GIS | |- | ||
|DEM | |||
GPR | |Digital Elevation Model | ||
|- | |||
GRS/IBS | |DGM | ||
|Design Guidance Memorandum | |||
GUI | |- | ||
|DHV | |||
H:V | |Design Hourly Volume | ||
|- | |||
HDPE | |DMS | ||
|Dynamic Message Sign | |||
HEC | |- | ||
|DMT | |||
HEC-HMS | |Dilatometer Test | ||
|- | |||
HEC-RAS | |DNREC | ||
|Department of Natural Resources and Environmental Control | |||
HEC-SSP | |- | ||
|DRBA | |||
HFAWG | |Delaware River and Bay Authority | ||
|- | |||
H&H | |DRC | ||
|Design Resource Center | |||
HLMR | |- | ||
|EAP | |||
HMA | |Emergency Action Plan | ||
|- | |||
HMWM | |EM | ||
|Electromagnetics | |||
HPS | |- | ||
|EOR | |||
HW | |Engineer of Record | ||
|- | |||
IGM | |EPS | ||
|expanded polystyrene | |||
IR | |- | ||
|ERDC | |||
LCCA | |Engineer Research and Development Center | ||
|- | |||
LiDAR | |ESRI | ||
|Environmental Systems Research Institute, Inc. | |||
LMC | |- | ||
|FEMA | |||
LOC | |Federal Emergency Management Agency | ||
|- | |||
LOMR | |FHWA | ||
|Federal Highway Administration | |||
LRFD | |- | ||
|FIS | |||
LRFR | |Flood Insurance Study | ||
|- | |||
LTEC | |ft | ||
|feet | |||
M&R | |- | ||
|FTP | |||
MAP-21 | |File Transfer Protocol | ||
|- | |||
MASH | |GeoHMS | ||
|Geospatial Hydrologic Modeling Extension | |||
MASW | |- | ||
|GIS | |||
MBE | |geographic information system | ||
|- | |||
MCFT | |GPR | ||
|Ground Penetrating Radar | |||
MHW | |- | ||
|GRS/IBS | |||
MLW | |Geosynthetic Reinforced Soil / Integrated Bridge System | ||
|- | |||
MOT | |GUI | ||
|graphical user’s interface | |||
MR&R | |- | ||
|H:V | |||
MSE | |Horizontal:Vertical | ||
|- | |||
NAVD 88 | |HDPE | ||
|high density polyethylene | |||
NBI | |- | ||
|HEC | |||
NBIS | |Hydraulic Engineering Circular ''or'' Hydrologic Engineering Center | ||
|- | |||
NCHRP | |HEC-HMS | ||
|Hydrologic Engineering Center Hydrologic Modeling System (U.S. Army Corps of Engineers) | |||
NCSPA | |- | ||
|HEC-RAS | |||
NEPCOAT | |Hydrologic Engineering Center River Analysis System (U.S. Army Corps of Engineers) | ||
|- | |||
NFIP | |HEC-SSP | ||
|Hydrologic Engineering Center Statistical Software Package | |||
NHD | |- | ||
|HFAWG | |||
NHS | |Hydrologic Frequency Analysis Work Group | ||
|- | |||
NLF | |H&H | ||
|hydrologic and hydraulic | |||
NOAA | |- | ||
|HLMR | |||
NRCS | |high-load multi-rotational | ||
|- | |||
NSBA | |HMA | ||
|hot-mix asphalt | |||
OHW | |- | ||
|HMWM | |||
PBES | |high molecular weight metharylate | ||
|- | |||
PCEF | |HPS | ||
|high-performance steel | |||
PCI | |- | ||
|HW | |||
PCINE | |headwater | ||
|- | |||
PDA | |IGM | ||
|Intermediate Geomaterial | |||
PDF | |- | ||
|IR | |||
PDM | |Infrared | ||
|- | |||
PEP | |LCCA | ||
|life-cycle cost analysis | |||
PoDI | |- | ||
|LiDAR | |||
PMF | |light detection and ranging (remote sensing method) | ||
|- | |||
PMT | |LMC | ||
|latex modified concrete | |||
PQR | |- | ||
|LOC | |||
PS&E | |limits of construction | ||
|- | |||
PTFE | |LOMR | ||
|Letter of Map Revision | |||
QA | |- | ||
|LRFD | |||
QC | |load and resistance factor design | ||
|- | |||
QA/QC | |LRFR | ||
|Load and Resistance Factor Rating | |||
RCRF | |- | ||
|LTEC | |||
RFI | |least total expected cost | ||
|- | |||
RH | |M&R | ||
|Material and Research | |||
RMR | |- | ||
|MAP-21 | |||
RP | |Moving Ahead for Progress in the 21st Century Act | ||
|- | |||
RQD | |MASH | ||
|Manual for Assessing Safety Hardware | |||
S&O | |- | ||
|MASW | |||
SASW | |Multi-channel Analysis of Surface Waves | ||
|- | |||
SCC | |MBE | ||
|Manual for Bridge Evaluation | |||
SCL | |- | ||
|MCFT | |||
SCS | |Modified Compression Field Theory | ||
|- | |||
SDF | |MHW | ||
|mean high water | |||
SDI | |- | ||
|MLW | |||
SDLF | |mean low water | ||
|- | |||
SDR | |MOT | ||
|maintenance of traffic | |||
SHV | |- | ||
|MR&R | |||
SIP | |maintenance, repair, and rehabilitation | ||
|- | |||
SMS | |MSE | ||
|mechanically stabilized earth | |||
SPMT | |- | ||
|NAVD 88 | |||
SPT | |North American Vertical Datum of 1988 | ||
|- | |||
SRICOS-EFA | |NBI | ||
|National Bridge Inventory | |||
SRM | |- | ||
|NBIS | |||
STU | |National Bridge Inspection Standards | ||
|- | |||
TDLF | |NCHRP | ||
|National Cooperative Highway Research Program | |||
TIN | |- | ||
|NCSPA | |||
TRB | |National Corrugated Steel Pipe Association | ||
|- | |||
TS&L | |NEPCOAT | ||
|Northeast Protective Coating Committee | |||
UDC | |- | ||
|NFIP | |||
UH | |National Flood Insurance Program | ||
|- | |||
UHPC | |NHD | ||
|National Hydrography Dataset | |||
UIT | |- | ||
|NHS | |||
USACE | |National Highway System | ||
|- | |||
USBR | |NLF | ||
|No-load fit | |||
U.S.C. | |- | ||
|NOAA | |||
USGS | |National Oceanic and Atmospheric Administration | ||
|- | |||
USGS SIR | |NRCS | ||
|Natural Resources Conservation Service (formerly SCS) | |||
VMS | |- | ||
|NSBA | |||
VST | |National Steel Bridge Alliance | ||
|- | |||
WDM | |NSTM | ||
|non-redundant steel tension member (formerly FCM) | |||
WMS | |- | ||
|OHW | |||
WPS | |Ordinary High Water | ||
|- | |||
WSE | |PBES | ||
|prefabricated bridge elements and systems | |||
YS/TS | |- | ||
|PCEF | |||
|Prestressed Concrete Committee for Economic Fabrication | |||
|- | |||
|PCI | |||
|Precast/Prestressed Concrete Institute | |||
|- | |||
|PCINE | |||
|Precast/Prestressed Concrete Institute Northeast | |||
|- | |||
|PDA | |||
|Pile Driving Analyzer | |||
|- | |||
|PDF | |||
|Adobe Acrobat Portable Document File | |||
|- | |||
|PDM | |||
|[https://deldot.gov/Publications/reports/CTP/pdfs/project_development_manual.pdf DelDOT ''Project Development Manual'' (2015)] | |||
|- | |||
|PEP | |||
|plain elastomeric bearing pad | |||
|- | |||
|PoDI | |||
|Projects of Division Involvement | |||
|- | |||
|PMF | |||
|Probable Maximum Flood | |||
|- | |||
|PMT | |||
|Pressuremeter Test | |||
|- | |||
|PQR | |||
|Procedure Qualification Records | |||
|- | |||
|PS&E | |||
|plans, specifications, and estimate | |||
|- | |||
|PTFE | |||
|Polytetrafluoroethylene | |||
|- | |||
|QA | |||
|Quality Assurance | |||
|- | |||
|QC | |||
|Quality Control | |||
|- | |||
|QA/QC | |||
|Quality assurance / Quality control | |||
|- | |||
|RCRF | |||
|Reinforced Concrete Rigid Frames | |||
|- | |||
|RFI | |||
|request for information | |||
|- | |||
|RH | |||
|rehabilitate | |||
|- | |||
|RMR | |||
|Rock Mass Rating | |||
|- | |||
|RP | |||
|replace | |||
|- | |||
|RQD | |||
|Rock Quality Designation | |||
|- | |||
|S&O | |||
|Stewardship and Oversight | |||
|- | |||
|SASW | |||
|Spectral Analysis of Surface Waves | |||
|- | |||
|SCC | |||
|self-consolidating concrete | |||
|- | |||
|SCL | |||
|structural composite lumber | |||
|- | |||
|SCS | |||
|Soil Conservation Service | |||
|- | |||
|SDF | |||
|Spillway Design Flood | |||
|- | |||
|SDI | |||
|slake durability index | |||
|- | |||
|SDLF | |||
|steel dead load fit | |||
|- | |||
|SDR | |||
|structure data records | |||
|- | |||
|SHV | |||
|Specialized Hauling Vehicles | |||
|- | |||
|SIP | |||
|Stay-in-Place | |||
|- | |||
|SMS | |||
|(Aquaveo) Surface-Water Modeling System | |||
|- | |||
|SPMT | |||
|self-propelled modular transporters | |||
|- | |||
|SPT | |||
|Standard Penetration Tests | |||
|- | |||
|SRICOS-EFA | |||
|Scour Rate in Cohesive Soil – Erosion Function Apparatus | |||
|- | |||
|SRM | |||
|System Redundant Member | |||
|- | |||
|STU | |||
|Shock Transmission Unit | |||
|- | |||
|TDLF | |||
|total dead load fit | |||
|- | |||
|TIN | |||
|triangulated irregular network | |||
|- | |||
|TRB | |||
|Transportation Research Board | |||
|- | |||
|TS&L | |||
|type, size, and location | |||
|- | |||
|UDC | |||
|Unified Development Code (New Castle County) | |||
|- | |||
|UH | |||
|unit hydrograph | |||
|- | |||
|UHPC | |||
|ultra-high performance concrete | |||
|- | |||
|UIT | |||
|Ultrasonic Impact Treatment | |||
|- | |||
|USACE | |||
|U.S. Army Corps of Engineers | |||
|- | |||
|USBR | |||
|U.S. Bureau of Reclamation | |||
|- | |||
|U.S.C. | |||
|United States Code | |||
|- | |||
|USGS | |||
|U.S. Geological Survey | |||
|- | |||
|USGS SIR | |||
|USGS Scientific Investigations Report | |||
|- | |||
|VMS | |||
|Variable Message Signs | |||
|- | |||
|VST | |||
|Vane Shear Test | |||
|- | |||
|WDM | |||
|Watershed Data Management | |||
|- | |||
|WMS | |||
|Watershed Modeling System | |||
|- | |||
|WPS | |||
|Welding Procedure Specifications | |||
|- | |||
|WSE | |||
|water surface elevations | |||
|- | |||
|YS/TS | |||
|Yield strength/Tensile strength | |||
|} |
Latest revision as of 10:46, 12 December 2022
Abbreviations and Acronyms | |
°C | degrees Celsius |
°F | degrees Fahrenheit |
1-D | one dimensional |
2-D | two-dimensional |
3-D | three-dimensional |
AADT | annual average daily traffic |
AASHTO | American Association of State Highway and Transportation Officials |
ABC | Accelerated Bridge Construction |
ADA | Americans with Disabilities Act |
ADD | Addendum |
ADT | average daily traffic |
ADTT | average daily truck traffic |
AHP | Analytic Hierarchy Process |
APD | accelerated project delivery |
AREMA | American Railway Engineering and Maintenance-of-Way Association (but this manual uses the acronym to refer to the AREMA Manual for Railway Engineering) |
ASCE | American Society of Civil Engineers |
ASR | alkali-silica reaction |
ATON | aids to navigation |
AWS | American Welding Society |
BFE | Base Flood Elevation |
BMS | Bridge Management System |
BOEF | Beam on elastic foundation |
CADD | computer-aided design and drafting |
CAPWAP | Case Pile Wave Analysis Program |
CCA | chromate copper arsenate |
CCNS | closed cell neoprene sponge |
CE | carbon equivalent |
CFA | continuous flight auger |
CFR | Code of Federal Regulations |
CFRP | carbon fiber reinforced polymer |
CJP | complete joint penetration |
CLOMR | conditional letter of map revision |
CMS | Changeable Message Signs |
CPM | Critical Path Method |
CPT | Cone Penetrometer Tests |
CSE | copper-sulfate half-cell electrode |
CTP | Capital Transportation Program |
DCDPF | Design and Construction of Driven Pile Foundations |
DEF | delayed ettringite formation |
DelDOT | Delaware Department of Transportation |
DEM | Digital Elevation Model |
DGM | Design Guidance Memorandum |
DHV | Design Hourly Volume |
DMS | Dynamic Message Sign |
DMT | Dilatometer Test |
DNREC | Department of Natural Resources and Environmental Control |
DRBA | Delaware River and Bay Authority |
DRC | Design Resource Center |
EAP | Emergency Action Plan |
EM | Electromagnetics |
EOR | Engineer of Record |
EPS | expanded polystyrene |
ERDC | Engineer Research and Development Center |
ESRI | Environmental Systems Research Institute, Inc. |
FEMA | Federal Emergency Management Agency |
FHWA | Federal Highway Administration |
FIS | Flood Insurance Study |
ft | feet |
FTP | File Transfer Protocol |
GeoHMS | Geospatial Hydrologic Modeling Extension |
GIS | geographic information system |
GPR | Ground Penetrating Radar |
GRS/IBS | Geosynthetic Reinforced Soil / Integrated Bridge System |
GUI | graphical user’s interface |
H:V | Horizontal:Vertical |
HDPE | high density polyethylene |
HEC | Hydraulic Engineering Circular or Hydrologic Engineering Center |
HEC-HMS | Hydrologic Engineering Center Hydrologic Modeling System (U.S. Army Corps of Engineers) |
HEC-RAS | Hydrologic Engineering Center River Analysis System (U.S. Army Corps of Engineers) |
HEC-SSP | Hydrologic Engineering Center Statistical Software Package |
HFAWG | Hydrologic Frequency Analysis Work Group |
H&H | hydrologic and hydraulic |
HLMR | high-load multi-rotational |
HMA | hot-mix asphalt |
HMWM | high molecular weight metharylate |
HPS | high-performance steel |
HW | headwater |
IGM | Intermediate Geomaterial |
IR | Infrared |
LCCA | life-cycle cost analysis |
LiDAR | light detection and ranging (remote sensing method) |
LMC | latex modified concrete |
LOC | limits of construction |
LOMR | Letter of Map Revision |
LRFD | load and resistance factor design |
LRFR | Load and Resistance Factor Rating |
LTEC | least total expected cost |
M&R | Material and Research |
MAP-21 | Moving Ahead for Progress in the 21st Century Act |
MASH | Manual for Assessing Safety Hardware |
MASW | Multi-channel Analysis of Surface Waves |
MBE | Manual for Bridge Evaluation |
MCFT | Modified Compression Field Theory |
MHW | mean high water |
MLW | mean low water |
MOT | maintenance of traffic |
MR&R | maintenance, repair, and rehabilitation |
MSE | mechanically stabilized earth |
NAVD 88 | North American Vertical Datum of 1988 |
NBI | National Bridge Inventory |
NBIS | National Bridge Inspection Standards |
NCHRP | National Cooperative Highway Research Program |
NCSPA | National Corrugated Steel Pipe Association |
NEPCOAT | Northeast Protective Coating Committee |
NFIP | National Flood Insurance Program |
NHD | National Hydrography Dataset |
NHS | National Highway System |
NLF | No-load fit |
NOAA | National Oceanic and Atmospheric Administration |
NRCS | Natural Resources Conservation Service (formerly SCS) |
NSBA | National Steel Bridge Alliance |
NSTM | non-redundant steel tension member (formerly FCM) |
OHW | Ordinary High Water |
PBES | prefabricated bridge elements and systems |
PCEF | Prestressed Concrete Committee for Economic Fabrication |
PCI | Precast/Prestressed Concrete Institute |
PCINE | Precast/Prestressed Concrete Institute Northeast |
PDA | Pile Driving Analyzer |
Adobe Acrobat Portable Document File | |
PDM | DelDOT Project Development Manual (2015) |
PEP | plain elastomeric bearing pad |
PoDI | Projects of Division Involvement |
PMF | Probable Maximum Flood |
PMT | Pressuremeter Test |
PQR | Procedure Qualification Records |
PS&E | plans, specifications, and estimate |
PTFE | Polytetrafluoroethylene |
QA | Quality Assurance |
QC | Quality Control |
QA/QC | Quality assurance / Quality control |
RCRF | Reinforced Concrete Rigid Frames |
RFI | request for information |
RH | rehabilitate |
RMR | Rock Mass Rating |
RP | replace |
RQD | Rock Quality Designation |
S&O | Stewardship and Oversight |
SASW | Spectral Analysis of Surface Waves |
SCC | self-consolidating concrete |
SCL | structural composite lumber |
SCS | Soil Conservation Service |
SDF | Spillway Design Flood |
SDI | slake durability index |
SDLF | steel dead load fit |
SDR | structure data records |
SHV | Specialized Hauling Vehicles |
SIP | Stay-in-Place |
SMS | (Aquaveo) Surface-Water Modeling System |
SPMT | self-propelled modular transporters |
SPT | Standard Penetration Tests |
SRICOS-EFA | Scour Rate in Cohesive Soil – Erosion Function Apparatus |
SRM | System Redundant Member |
STU | Shock Transmission Unit |
TDLF | total dead load fit |
TIN | triangulated irregular network |
TRB | Transportation Research Board |
TS&L | type, size, and location |
UDC | Unified Development Code (New Castle County) |
UH | unit hydrograph |
UHPC | ultra-high performance concrete |
UIT | Ultrasonic Impact Treatment |
USACE | U.S. Army Corps of Engineers |
USBR | U.S. Bureau of Reclamation |
U.S.C. | United States Code |
USGS | U.S. Geological Survey |
USGS SIR | USGS Scientific Investigations Report |
VMS | Variable Message Signs |
VST | Vane Shear Test |
WDM | Watershed Data Management |
WMS | Watershed Modeling System |
WPS | Welding Procedure Specifications |
WSE | water surface elevations |
YS/TS | Yield strength/Tensile strength |