Dating Sample (Material Keyword)

Material collected for use with dating techniques such as radiocarbon, dendrochronology or archaeomagnetism

2,201-2,225 (3,728 Records)

The Gentleman's Magazine (1860)
DOCUMENT Full-Text John Henry. James Parker. William Bollaert.

This document contains the 840 page January to June 1860 edition of the "Gentlemens Magizine." For this project the section used was: "Account of the recent discovery of Indian tombs, containing figures in gold and pottery, in Chiriqui, near Panamá," in The Gentleman's Magazine and Historical Review, vol. 8 (208), January-June. Edited by S. Urban, pp. 45-47. London: John Henry and James Parker.


Geoarchaeological Testing Investigations of the North Columbia Quarry Tract (2011)
DOCUMENT Full-Text Meg Moughan. Michael Walsh. Damon Jackson. Darden Hood. Chuck Cantley.

"Between September 14 and 24, 2010, investigators from Brockington and Associates, Inc., and Geoarcheology Research Associates conducted a geoarchaeological testing investigation of 62 floodplain acres within the 508-acre North Columbia Quarry project tract in Richland County, South Carolina. This project was completed for Martin Marietta Materials, Inc., in preparation for the proposed development of quarrying operations and the construction of a new plant. The project was completed in...


Geoarchaeology of Hwange National Park, Zimbabwe
PROJECT Gary Haynes. Teresa Wriston.

As part of ongoing investigations by Gary Haynes in Hwange National Park, Teresa Wriston began doctoral research in northwestern Zimbabwe in 2008. The primary goal of this research is to reconstruct paleoenvironmental conditions in southcentral Africa during the transition from hunting and gathering lifeways to agropastoralism. Establishing when and where this occurred in the project area was the first task. To date, two rockshelters have been excavated revealing an estimated 142,000...


Geologic, Geoarchaeologic, and Historical Investigation of the Discovery Site of Ancient Remains in Columbia Park, Kennewick, Washington (1998)
DOCUMENT Full-Text Lillian D. Wakeley. William L. Murphy. Joseph B. Dunbar. Andrew G. Warne. Frederick L. Briuer. Paul R. Nickens.

During December 1997, a research team from the U.S. Army Engineer Waterways Experiment Station (WES) conducted geologic investigations at a site in Columbia Park, Kennewick, W A where human remains had been found in the summer of 1996. This study was conducted at the request of the U.S. Army Engineer District, Walla Walla (CENWW), in support of the Corps' resource stewardship responsibilities and to represent the Federal interest in legal issues related to the remains known as Kennewick Man. It...


Geologic, Geoarchaeologic, and Historical Investigation of the Discovery Site of Ancient Remains in Columbia Park, Kennewick, Washington (1998)
DOCUMENT Full-Text Lillian D. Wakeley. William L. Murphy. Joseph Dunbar. Andrew G. Warne. Frederick L. Briuer. Paul R. Nickens.

During December 1997, a research team from the U.S. Army Engineer Waterways Experiment Station (WES) conducted geologic investigations at a site in Columbia Park, Kennewick, WA, where human remains had been found in the summer of 1996. This study was conducted at the request of the U.S. Army Engineer District, Walla Walla (CENWW), in support of the Corps' resource stewardship responsibilities and to represent the Federal interest in legal issues related to the remains known as Kennewick Man. It...


Geological and Archaeological Investigations of Airport Wash in the Southern Tucson Basin (1985)
DOCUMENT Full-Text C. Vance Haynes, Jr.. Bruce B. Huckell.

As part of the Santa Cruz Industrial Park Project, the City of Tucson planned to bridge and stabilize the banks of a large, deeply entrenched wash that flows into the Santa Cruz River approximately one-quarter mile south of Irvington Road on the right bank of the river. Airport Wash, as it is called, has cut deeply into the ancient sediments filling the valley at this point, exposing a long record of late Pleistocene and Holocene alluvium. Earlier examinations by archaeologists in the mid- to...


Geomorphological and Geoarchaeological Investigations on the Mescalero Plain (2021)
DOCUMENT Full-Text Charles Frederick.

This report presents a summary of the results of the Blanket Purchase Authority (BPA) 10 project sponsored by the Carlsbad Field Office (CFO) of the Bureau of Land Management and funded under the Permian Basin Programmatic Agreement. Geomorphological and geoarchaeological investigations were conducted at the Merchant site (LA 43414) and among suspected anthrosol deposits at LA 121668 and LA 171925. Analyses of soil chemistry and chronometric dates were completed.


Geomorphology and Archaeology of Carnegie Canyon Fort Cobb Laterals Watershed, Caddo County, Oklahoma (1983)
DOCUMENT Full-Text Christopher R. Lintz. Archie Hood, Jr.. Stephen A. Hall.

Downcutting of a small stream is currently threatening a county road within the Fort Cobb Laterals Watershed in Caddo County, Oklahoma. Stabilization plans propose the construction of Drop Structure 101, and the relocation of the road atop the dam. A survey of the project area in February, 1981, located an historic homestead (34Cd-121) on the flanking slopes, and several hearth features, small quantitites of cultural materials, and portions of a human cranium within a deep canyon in the...


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 (2006)
DOCUMENT Full-Text Uploaded by: Christopher Fennell

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


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 1, Resistivity Survey, Block 9, Lots 5 and 6 (2006)
DOCUMENT Full-Text Uploaded by: Christopher Fennell

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 1, Resistivity Survey, Block 9, Lots 5 and 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 10, Excavation Unit 2, Block 7, Lot 1, Overlain on Magnetic Gradient Survey (2006)
DOCUMENT Full-Text Uploaded by: Christopher Fennell

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 10, Excavation Unit 2, Block 7, 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 11, Feature 3, Excavation Unit 2, Block 7, Lot 1 (2006)
DOCUMENT Full-Text Uploaded by: Christopher Fennell

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 11, Feature 3, Excavation Unit 2, Block 7, 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 12, Excavation Units 1-3, Block 8, Lot 4, Overlain on Magnetic Gradient Survey (2006)
DOCUMENT Full-Text Uploaded by: Christopher Fennell

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 12, Excavation Units 1-3, Block 8, Lot 4, 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 13, Feature 4, Excavation Units 1-12, Block 8, Lot 4 (2006)
DOCUMENT Full-Text Uploaded by: Christopher Fennell

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 13, Feature 4, Excavation Units 1-12, Block 8, Lot 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 14, Excavation Unit Locations, Block 3, Lots 4 and 5 (2006)
DOCUMENT Full-Text Uploaded by: Christopher Fennell

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 14, Excavation Unit Locations, Block 3, Lots 4 and 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 15, Features 2, 8, and 10, Block 3, Lots 4 and 5 (2006)
DOCUMENT Full-Text Uploaded by: Christopher Fennell

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 15, Features 2, 8, and 10, Block 3, Lots 4 and 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 15, Features 9, 11, and 12, Block 13, Lots 3 and 4 (2006)
DOCUMENT Full-Text Uploaded by: Christopher Fennell

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 15, Features 9, 11, and 12, Block 13, 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 16, Electrical Resistance Survey, Block 13, Lots 2-4, No High Pass Filter (2006)
DOCUMENT Full-Text Uploaded by: Christopher Fennell

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 16, Electrical Resistance Survey, Block 13, Lots 2-4, No High Pass Filter


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 17, Electrical Resistance Survey, Block 13, Lots 2-4, with High Pass Filter (2006)
DOCUMENT Full-Text Uploaded by: Christopher Fennell

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 17, Electrical Resistance Survey, Block 13, Lots 2-4, with High Pass Filter


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 18, Electrical Resistance Survey, Block 13, Lots 2-4, with High Pass Filter and Anomalies Highlighted (2006)
DOCUMENT Full-Text Uploaded by: Christopher Fennell

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 18, Electrical Resistance Survey, Block 13, Lots 2-4, with High Pass Filter and 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 19, Magnetic Gradient Survey, Block 13, Lots 2-4, with Anomalies Highlighted (2006)
DOCUMENT Full-Text Uploaded by: Christopher Fennell

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 19, 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 2, Magnetic Gradient Survey, Block 9, Lots 5 and 6 (2006)
DOCUMENT Full-Text Uploaded by: Christopher Fennell

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 2, Magnetic Gradient Survey, Block 9, Lots 5 and 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 20, Resistivity Survey, Block 4, Lots 1-2, 7-8 (2006)
DOCUMENT Full-Text Uploaded by: Christopher Fennell

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 20, Resistivity Survey, Block 4, Lots 1-2, 7-8


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 21, Resistivity Survey, Block 4, Lots 1-2, 7-8, with Anomalies Highlighted (2006)
DOCUMENT Full-Text Uploaded by: Christopher Fennell

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 21, Resistivity Survey, Block 4, Lots 1-2, 7-8, 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 22, Magnetic Gradient Survey, Block 4, Lots 1-3, 6-8, with Anomalies Highlighted (2006)
DOCUMENT Full-Text Uploaded by: Christopher Fennell

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 22, Magnetic Gradient Survey, Block 4, Lots 1-3, 6-8, with Anomalies Highlighted