Mestre Greve Associates Division of Landrum and Brown
Kahului Airport Access Road Page 54
(Table Continued on Next Page)
Table 18 (Continued) Traffic Volumes Used for Model Calibration Site
Road
Auto
Traffic Volume Me MT HT
Bus
Site: 3 South of Pakaula St. NB Dairy Rd.
848
32
32
2
2
SB Dairy Rd
924
44
8
14
6
North ofPakaula St. NB Dairy Rd.
838
32
32
2
2
SB Dairy Rd
918
42
8
12
6
Westbound
328
8
0
2
Eastbound
312
6
0
0
o o
NB Dairy Rd.
1,066
8
8
8
4
SB Dairy Rd
1,058
14
12
4
6
Pakaula St.
Site: 4A
A-2.0 Traffic Data Used For Modeling Table 19 presents the traffic volumes used to model existing conditions without the project. Table 20 presents the data used to model buildout conditions with the project. All vehicles were modeled traveling at 35 mph.
Table 19 Modeled Traffic Volumes and Road Segment
S~eeds
NB
for Existing Conditions Without Project
A
MT
HT
North of Pakaula
1,063
22
Pakaula to Puunene
1,063
SB
A
MT
HT
22
1,296
27
27
22
22
1,296
27
27
936
20
20
950
20
20
721
15
15
858
18
18
West (N) of Dairy
1,128
23
23
1,172
24
24
East (S) of Dairy
1,052
22
22
969
20
20
Dairy Road
Pakaula Street East of Airport Access Rd.
Kuihelani Highway South of Puunene
Puunene Avenue