HomeMy WebLinkAbout04-01-87.4PAVEMENT CONSTRUCTION HISTORY
PAVEMENT DESCRIPTION
DATE OF
CONSTRUCTION
Runway 15-33
Sta.
0+00 to 8+40
4 1/2"-10 1/2" PCC Overlay
1955
6" PCC
1943
18" Bank -run sand & gravel
1943
Sta.
8+40 to 22+00, 32+00 to 53+83
3" AC Overlay
1955
2"-ll 1/2" Aggregate Base
1955
6" PCC
1943
18" Bank -run sand & gravel
1943
Sta.
22+00 to 32+00
4" AC Overlay
1955
2"-11 1/2" Aggregate Base
1955
6" PCC
1943
18" Bank -run sand & gravel
1943
Taxiway A West. Ramk
Sta.
O+00 - 7+50, 7+50-1.5+50 (west of
CL), 15+50-17+00,
17+00-22+50
(west of CL), 24+50-32+00 (west
of CL), 36+50-47+50
(west of
CL), 47+50-52+00
3" AC;
*-*
6" Base
**
6" PCC
1943
18" Bank -run sand & gravel
1943
Sta.
11+50 - 14+50, east of CL; 17+00
- 22+50, east
of CL;
24+50 -
29+-50, east of CL (rem/repl.)
3" AG
1983
7" Asphalt treated base
1983
2" Crushed rock
1983
1.2" Bank -run gravel
1983
Sta.
22+50 - 24+50; 32+00 - 34+00
west of CL,
34+00
- 3 6 + 5 0
(rem./repl.)
4" AC
1980
6" Crushed rock
1980
19" Bank -run gravel
1980
Sta.
7+50-11+50, 14+50-151-50, 29+-50 -
32+00, 32+00 -
34+00,
36+50
47+50 (all east of CL)
3" AC
**
6" Cement stabilized crushed aggregatge
**
3" AC
**
6" PCC
1943
18" Bank -run sand & gravel
1943
* 'Thickness obtained from cores
** Data not available
PAVEMENT DESCRIPTION
DATE OF CONSTRUCTION
PAVEMENT DESCRIPTION
DATE OF CONSTRUCTION
Taxiway
B
Taxiway K.
Sta.
0+00 - 17+50 (7+00-12+40 east of CL only)
*3 1/4" AC
**
*3 1/4" Crushed aggregate base
**
3" AC Overlay
1958
*4" AC
**
5" Min. Crushed rock base
1958
6" PCC
1943
6" PCC
1943
18" Bank -run sand & gravel
1943
18" Bank -run sand & gravel
1943
Taxiway L
Sta. 7+00 - 12+40, west of CL (rem./repl.)
2" AC
1980
3" AC
1983
4" Crushed Stone
1980
7" Asphalt treated base
1983
4" Bank -run gravel
1980
2" Crushed rock
1983
12" Bank -run gravel
1983
Taxiway M
Taxiway
C
Outside edge, 15' wide (approx.)
*3 1/2" AC
**
2" AC
1980
*3 1/2" Aggregate base
**
4" Crushed Stone
1980
6" PCC
1943
6" Bank -run gravel
1980
18" Bank -run sand & gravel
1943
Center 20' (approx.)
Taxiway
D
* 2" AC
**
*2 1/2" AC
**
*12" Bank -run sand and gravel
**
*4" Aggregate base
**
*3" AC
**
Taxiway N
*2 1/2" Crushed aggregate base
**
6" PCC
1943
2" AC
1980
18" Bank -run sand & gravel
1943
4" Crushed stone
1980
9" Bank -run gravel
1980
Taxiway
E
Access Taxi -way
2" AC
**
4" Base
**
Sta. 0+00 to 4+50
6" Subbase
**
2" AC
1980
'raxiway
F
4" Crushed stone
1980
9" Bank -run gravel
1980
*1" AC
**
*2" Aggregate base
**
Sta. 4+50 to 13+00
*5" Cement stabilized aggregate base
**
2" AC
1980
Taxiway
C
4" Crushed stone
1980
12" Bank -run gravel
1980
2" AC
**
4" Base
**
Boeing. Bridge Taxiway
6" Subbase
**
Taxiway
H
3" AC variable transition
1958
—
6" PCC
**
*3 1/4" AC
**
4" Base
**
*7 3/4" Aggregate base
**
12" Subbase
**
6" PCC
1943
18" Bank -run sand & gravel.
1943
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