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|
AIRPORT TECHNOLOGY R & D BRANCH
|
Resistivity Gages Slab C3
|
Gage
Number
| Slab
Number
| Slab
Coordinates
| PCC
Thickness (in)
| Depth from
top of PCC (in)
|
| R1
| C3
| N 10' 0"
E 9' 9"
| 17.66
| 24.65
|
| R2
| C3
| N 10' 0"
E 9' 9"
| 17.66
| 26.65
|
| R3
| C3
| N 10' 0"
E 9' 9"
| 17.66
| 28.65
|
| R4
| C3
| N 10' 0"
E 9' 9"
| 17.66
| 30.65
|
| R5
| C3
| N 10' 0"
E 9' 9"
| 17.66
| 32.65
|
| R6
| C3
| N 10' 0"
E 9' 9"
| 17.66
| 35465
|
| R7
| C3
| N 10' 0"
E 9' 9"
| 17.66
| 36.65
|
| R8
| C3
| N 10' 0"
E 9' 9"
| 17.66
| 38.65
|
| R9
| C3
| N 10' 0"
E 9' 9"
| 17.66
| 40.65
|
| R10
| C3
| N 10' 0"
E 9' 9"
| 17.66
| 42.65
|
| R11
| C3
| N 10' 0"
E 9' 9"
| 17.66
| 44.65
|
| R12
| C3
| N 10' 0"
E 9' 9"
| 17.66
| 46.65
|
| R13
| C3
| N 10' 0"
E 9' 9"
| 17.66
| 48.65
|
| R14
| C3
| N 10' 0"
E 9' 9"
| 17.66
| 50.65
|
| R15
| C3
| N 10' 0"
E 9' 9"
| 17.66
| 52.65
|
| R16
| C3
| N 10' 0"
E 9' 9"
| 17.66
| 54.65
|
| R17
| C3
| N 10' 0"
E 9' 9"
| 17.66
| 56.65
|
| R18
| C3
| N 10' 0"
E 9' 9"
| 17.66
| 58.65
|
| R19
| C3
| N 10' 0"
E 9' 9"
| 17.66
| 60.65
|
| R20
| C3
| N 10' 0"
E 9' 9"
| 17.66
| 62.65
|
| R21
| C3
| N 10' 0"
E 9' 9"
| 17.66
| 64.65
|
| R22
| C3
| N 10' 0"
E 9' 9"
| 17.66
| 66.65
|
| R23
| C3
| N 10' 0"
E 9' 9"
| 17.66
| 68.65
|
| R24
| C3
| N 10' 0"
E 9' 9"
| 17.66
| 70.65
|
| R25
| C3
| N 10' 0"
E 9' 9"
| 17.66
| 72.65
|
| R26
| C3
| N 10' 0"
E 9' 9"
| 17.66
| 74.65
|
| R27
| C3
| N 10' 0"
E 9' 9"
| 17.66
| 76.65
|
| R28
| C3
| N 10' 0"
E 9' 9"
| 17.66
| 78.65
|
| R29
| C3
| N 10' 0"
E 9' 9"
| 17.66
| 80.65
|
| R30
| C3
| N 10' 0"
E 9' 9"
| 17.66
| 82.65
|
| R31
| C3
| N 10' 0"
E 9' 9"
| 17.66
| 84.65
|
| R32
| C3
| N 10' 0"
E 9' 9"
| 17.66
| 86.65
|
Contact the Project Lead: Dr. David
Brill, AAR-410
Last Update: 01/28/03
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