Dating Sample (Material Keyword)
Material collected for use with dating techniques such as radiocarbon, dendrochronology or archaeomagnetism
2,226-2,250 (3,728 Records)
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 22a, Excavation Units 1-8, Block 4, Lot 1, Overlain on Magnetic Gradient Survey
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 22b, Features 7 and 13, Excavation Units 1-8, Block 4, Lot 1 (2006)
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 22b, Features 7 and 13, Excavation Units 1-8, Block 4, Lot 1
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 23, Resistivity Survey, Block 3, Lots 1 and 2 (2006)
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 23, Resistivity Survey, Block 3, Lots 1 and 2
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 24, Resistivity Survey, Block 3, Lots 1 and 2, with Anomalies Highlighted (2006)
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 24, Resistivity Survey, Block 3, Lots 1 and 2, with Anomalies Highlighted
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 25, Magnetic Gradient Survey, Block 3, Lots 2-7, with Anomalies Highlighted (2006)
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 25, Magnetic Gradient Survey, Block 3, Lots 2-7, with Anomalies Highlighted
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 26, Resistivity Survey, Block 8, Lots 3-6 (2006)
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 26, Resistivity Survey, Block 8, Lots 3-6
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 27, Resistivity Survey, Block 8, Lots 3-6, with Anomalies Highlighted (2006)
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 27, Resistivity Survey, Block 8, Lots 3-6, with Anomalies Highlighted
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 28, Resistivity Survey, Block 9, Lots 3 and 4 (2006)
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 28, Resistivity Survey, Block 9, Lots 3 and 4
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 29, Resistivity Survey, Block 9, Lots 3 and 4, with Anomalies Highlighted (2006)
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 29, Resistivity Survey, Block 9, Lots 3 and 4, with Anomalies Highlighted
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 3, Excavation Units 1-3, Block 9, Lot 5, Overlain on Electrical Resistance Survey (2006)
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 3, Excavation Units 1-3, Block 9, Lot 5, Overlain on Electrical Resistance Survey
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 30, Magnetic Gradient Survey, Block 9, Lots 3 and 4, with Anomalies Highlighted (2006)
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 30, Magnetic Gradient Survey, Block 9, Lots 3 and 4, with Anomalies Highlighted
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 31, Magnetic Gradient Survey, Block 13, Lots 2-4, with Anomalies Highlighted (2006)
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 31, Magnetic Gradient Survey, Block 13, Lots 2-4, with Anomalies Highlighted
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 31a, Excavation Units, Block 13, Lots 3-4 (2006)
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 31a, Excavation Units, Block 13, Lots 3-4
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 32, Resistivity Surveys, Primary Areas Completed to Date, with Anomalies Highlighted (2006)
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 32, Resistivity Surveys, Primary Areas Completed to Date, with Anomalies Highlighted
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 33, Magnetic Gradient Surveys, Primary Areas Completed to Date, with Anomalies Highlighted (2006)
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 33, Magnetic Gradient Surveys, Primary Areas Completed to Date, with Anomalies Highlighted
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 4, Feature 1, Excavation Units 1-2, Block 9, Lot 5 (2006)
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 4, Feature 1, Excavation Units 1-2, Block 9, Lot 5
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 5, Electric Resistance Survey, Blocks 3 and 8 (2006)
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 5, Electric Resistance Survey, Blocks 3 and 8
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 6, Electric Resistance Survey, Blocks 3 and 8, with Anomalies Highlighted (2006)
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 6, Electric Resistance Survey, Blocks 3 and 8, with Anomalies Highlighted
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 7, Magnetic Gradient Survey, Blocks 3, 4, 7 and 8 (2006)
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 7, Magnetic Gradient Survey, Blocks 3, 4, 7 and 8
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 8, Magnetic Gradient Survey, Block 3, with Anomalies Highlighted (2006)
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 8, Magnetic Gradient Survey, Block 3, with Anomalies Highlighted
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 9, Magnetic Gradient Survey, Block 8, with Anomalies Highlighted (2006)
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 9, Magnetic Gradient Survey, Block 8, with Anomalies Highlighted
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 9a, Resistivity Survey, Block 8, Lots 1-2, with Anomalies Highlighted (2006)
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, Figure 9a, Resistivity Survey, Block 8, Lots 1-2, with Anomalies Highlighted
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, List of Figures (2006)
Geophysical Investigations at the New Philadelphia Site, Pike County, Illinois, 2004-2006, Dr. Michael L. Hargrave, U.S Army Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL 61826-9005, List of Figures
A Geophysical Survey of Fort St. Joseph (20BE23), Niles, Michigan (2008)
Fort St. Joseph is a 17th-18th century French (and later English) mission-garrison-trading post complex located in southwest Michigan. A geophysical survey was performed and the results of the survey were tested through archaeological excavation. The geophysical methods included ground penetrating radar, electromagnetic induction, electrical resistivity, magnetic gradiometry, and magnetic susceptibility. The results of the archaeological excavations demonstrate that magnetic gradiometry was the...
Gileodabeshta 2 excavations, Lake Eyasi, Tanzania
Gileodabeshta is located at 1035 m asl in open grasslands, near where the Matete River runs into Lake Eyasi (which lies at ca. 1000 m asl). It is very close to Ishimijega Shelter (Mehlman 1989). Gileodabeshta was originally called "Matete-Streminsel Fundstelle" or "Flussinsel im Matete" by Kohl-Larsen (1943) and was called "Matete River Site" by Mehlman (1989). It was surface-collected by Kohl-Larsen, and Mehlman studied the collections and identified mainly SPN-Narosura pottery as well as some...