geological profile · geological profile $3 survey 2000 rl. in (m) +5.0 0.0 -5.0 -10.0 -15.0 -20.0...
TRANSCRIPT
Sub-Soil Investigation Report for Construction of New Meghna-Gumti Bridge March 2012
SURVEY2000
GEOLOGICAL PROFILE
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Sub-Soil Investigation Report for Construction of New Kanchpur Bridge March 2012
SURVEY2000
BORE LOGS
PRESSURE METER TEST
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)
No. P P' = P - RG RG Rn0 Rn30 Rn60 Rn120 Creep Index, Ic Rs Ro
kg/cm2 kg/cm2 kg/cm2mm mm mm mm mm cm cm
1 1.83 2.06 -0.23 -1.62 -1.62 -1.62 -1.62 0.00 2.19 3.55
2 2.14 2.28 -0.14 -1.61 -1.59 -1.50 -1.42 0.17 2.21 3.57
3 2.45 2.52 -0.07 1.39 -1.35 -1.30 -1.26 0.09 2.22 3.58
4 2.75 2.74 0.01 -1.24 -1.12 -1.08 -1.06 0.06 2.24 3.59
5 3.06 2.96 0.10 -1.03 -0.94 -0.89 -0.85 0.09 2.27 3.60
6 3.36 3.14 0.23 -0.78 -0.69 -0.57 -0.52 0.17 2.30 3.62
7 3.67 3.36 0.31 -0.37 -0.35 -0.33 -0.30 0.05 2.32 3.64
8 3.98 3.64 0.33 -0.26 -0.26 -0.24 -0.24 0.02 2.33 3.64
9 4.38 4.01 0.37 -0.19 -0.19 -0.18 -0.14 0.05 2.34 3.65
10 4.79 4.37 0.42 -0.06 -0.04 -0.02 0.00 0.04 2.35 3.66
11 5.20 4.75 0.45 0.04 0.06 0.07 0.08 0.02 2.36 3.66
12 5.61 5.12 0.49 0.15 0.16 0.17 0.18 0.02 2.37 3.67
13 6.12 5.57 0.55 0.30 0.31 0.33 0.35 0.04 2.39 3.68
14 6.63 6.00 0.63 0.50 0.52 0.53 0.57 0.05 2.41 3.69
15 7.14 6.41 0.73 0.81 0.85 0.86 0.88 0.03 2.44 3.71
16 7.65 6.80 0.84 1.16 1.19 1.20 1.22 0.03 2.47 3.73
17 8.15 7.19 0.97 1.56 1.58 1.61 1.63 0.05 2.51 3.76
18 9.17 7.94 1.23 2.47 2.50 2.52 2.55 0.05 2.61 3.82
19 10.19 8.71 1.48 3.39 3.46 3.49 3.54 0.08 2.70 3.89
20 11.21 9.46 1.75 4.60 4.68 4.72 4.76 0.08 2.83 3.98
21 12.23 10.20 2.04 6.07 6.20 6.25 6.35 0.15 2.99 4.09
22 13.25 10.95 2.30 7.97 8.12 8.16 8.23 0.11 3.17 4.23
23 14.27 11.74 2.53 9.80 10.05 10.19 10.35 0.30 3.39 4.39
24 15.29 12.54 2.75 12.36 12.74 12.81 12.90 0.16 3.64 4.59
25 16.31 13.33 2.98 14.62 14.96 15.34 15.95 0.99 3.95 4.84
26 17.33 14.14 3.19 17.63 18.00 18.24 18.25 0.25 4.18 5.03
REMARKS:
(2) … P' (kg/cm2) effective pressure obtained by (1) - (3) : P' = P - RG TEST LOCATION: TEST DEPTH:
(3) … RG (kg/cm2) obtained from Rn (120) using Rg Calibration Chart. P-1
(8) … Creep Index, Ic Obtained by (7) - (5); Ic = Rn (120) - Rn (30) in mm. MEGHNA_GUMUTI
(9) … Rs inside radius obtained by the following equations: TEST NO.: TEST DATE:
Medium Rubber Hard Rubber
Rs(cm) = {Rn(120) + 23.5} / 10 for P < = 10 Rs(cm) = {Rn(120) + 23.5} / 10 for P < = 20
Rs(cm) = {Rn(120) + 23.5-[P-10]/666} /10 for P>10 Rs(cm) = {Rn(120) + 23.5 - [P-20] / 400} /10 for P>20 PAGE: N - VALUE:
(10) … Ro outside radius, obtained by using Ro = (Rs2 + A/ )1/2, where A = 24.63cm2.
RUBBER TYPE: GROUND WATER LEVEL: N VALUE: SOIL TYPE: SPECIALIST SUB-CONTRACTOR:
SURVEY2000PROJECT: TEL: 8818386
Email: [email protected]
CLIENT: CONSULTANT:
25
MIDIUM
PRESSUREMETER TEST DATA RESULTS
25 SANDY SILT
TIME TAKEN :
15m
1 26/03/2012
1/3
ROADS & HIGHWAY DEPARTMENT ORIENTAL COSULTANTS CO. LTD
(1) (2) (3) (4) (5)
No. P Rn0 Rn30 Rn60 Rn120
Mpa mm mm mm mm
1 0.18 -1.62 -1.62 -1.62 -1.62
2 0.21 -1.61 -1.59 -1.50 -1.42
3 0.24 1.39 -1.35 -1.30 -1.26
4 0.27 -1.24 -1.12 -1.08 -1.06
5 0.30 -1.03 -0.94 -0.89 -0.85
6 0.33 -0.78 -0.69 -0.57 -0.52
7 0.36 -0.37 -0.35 -0.33 -0.30
8 0.39 -0.26 -0.26 -0.24 -0.24
9 0.43 -0.19 -0.19 -0.18 -0.14
10 0.47 -0.06 -0.04 -0.02 0.00
11 0.51 0.04 0.06 0.07 0.08
12 0.55 0.15 0.16 0.17 0.18
13 0.60 0.30 0.31 0.33 0.35
14 0.65 0.50 0.52 0.53 0.57
15 0.70 0.81 0.85 0.86 0.88
16 0.75 1.16 1.19 1.20 1.22
17 0.80 1.56 1.58 1.61 1.63
18 0.90 2.47 2.50 2.52 2.55
19 1.00 3.39 3.46 3.49 3.54
20 1.10 4.60 4.68 4.72 4.76
21 1.20 6.07 6.20 6.25 6.35
22 1.30 7.97 8.12 8.16 8.23
23 1.40 9.80 10.05 10.19 10.35
24 1.50 12.36 12.74 12.81 12.90
25 1.60 14.62 14.96 15.34 15.95
26 1.70 17.63 18.00 18.24 18.25
REMARKS:
(2) … P' (kg/cm2) effective pressure obtained by (1) - (3) : P' = P - RG TEST LOCATION: TEST DEPTH:
(3) … RG (kg/cm2) obtained from Rn (120) using Rg Calibration Chart. P-1 (8) … Creep Index, Ic Obtained by (7) - (5); Ic = Rn (120) - Rn (30) in mm. MEGHNA_GUMUTI
(9) … Rs inside radius obtained by the following equations: TEST NO.: TEST DATE:
Medium Rubber
Rs(cm) = {Rn(120) + 23.5} / 10 for P < = 10
Rs(cm) = {Rn(120) + 23.5-[P-10]/666} /10 for P>10 PAGE: N - VALUE:
(10) … Ro outside radius, obtained by using Ro = (Rs2 + A/ )1/2, where A = 24.63cm2.
RUBBER TYPE: SOIL TYPE:
M SPECIALIST SUB-CONTRACTOR:
PROJECT: SURVEY2000TEL: 8818386
Email: [email protected]
CLIENT: ORIENTAL CONSUTANS CO.LTD
1 26/03/2012
PRESSUREMETER TEST DATA RESULTS
TIME TAKEN :
15m
PREPARATORY SURVEY FOR DHAKA-CHITTAGONG NATIONAL HIGHWAY NO.1 BRIDGE CONSTRUCTION AND REHABILITATION
25
Silty Fine Sand
EARTH PRESSURE YIELD COEFFICIENT OF MEAN RADIUS OF
AT REST PRESSURE SOIL REACTION K VALUE CALCULATION
NO. OF Po Py Km Rm CYCLE (kg/cm2) (kg/cm2) (kg/cm3) (cm)
1st 3.137 6.215 39.462 3.661
REMARKS:
Po, Po' ………………….…………… Earth Pressure at Rest DIAGRAM: TEST LOCATION: TEST DEPTH:
Py ,Py' ……………………………. Yield Pressure P-1
E = (1 + ) . Rm . Km ………….. Modulus of Elasticity MEGHNA_GUM
TEST NO.: TEST DATE:
RUBBER TYPE: N VALUE: SOIL TYPE: SPECIALIST SUB-CONTRACTOR:
MEDIUM 25 SURVEY2000PROJECT: TEL: 8818386
Email: [email protected]
CLIENT: CONSULTANT:
26/03/2012
BANGLADESH ROADS & HIGHWAY DEPARTMENT ORIENTAL COSULTANTS CO. LTD
(kg/cm2)
-
PREPARATORY SURVEY FOR DHAKA-CHITTAGONG NATIONAL HIGHWAY NO.1 BRIDGE CONSTRUCTION AND REHABILITATION PROJECT
SILTY FINE SAND
15m
1
PRESSUREMETER TEST DATA RESULTS
(kg/cm2)
187.809
MODULUS OF
Em
ELASTICITY
FAILURE
PRESSURE
Pf
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
3.50 3.70 3.90 4.10 4.30 4.50
RADIUS, Ro (cm)2.0
3.0
4.0
5.0
6.0
7.0
8.0
0.00 0.03 0.06 0.09 0.12 0.15
CREEP INDEX, Ic (cm)
Ro Rm Ry
Borehole Radius, R
Creep Value
P'
R
PO
PY (3.700, 6.215)
(3.622, 3.137)
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)
No. P P' = P - RG RG Rn0 Rn30 Rn60 Rn120 Creep Index, Ic Rs Ro
kg/cm2 kg/cm2 kg/cm2mm mm mm mm mm cm cm
1 2.14 2.67 -0.53 -2.30 -2.30 -2.30 -2.29 0.01 2.12 3.51
2 2.45 2.84 -0.40 -2.03 -2.02 -2.02 -2.00 0.02 2.15 3.53
3 2.75 2.98 -0.23 -1.88 -1.70 -1.65 -1.62 0.08 2.19 3.55
4 3.06 3.23 -0.17 1.59 -1.56 -1.54 -1.50 0.06 2.20 3.56
5 3.36 3.48 -0.12 -1.49 -1.45 -1.40 -1.37 0.08 2.21 3.57
6 3.67 3.72 -0.05 -1.30 -1.27 -1.24 -1.21 0.06 2.23 3.58
7 3.98 3.96 0.01 -1.15 -1.10 -1.08 -1.06 0.04 2.24 3.59
8 4.28 4.25 0.03 -1.05 -1.04 -1.01 -1.01 0.03 2.25 3.59
9 4.59 4.52 0.07 -0.99 -0.98 -0.96 -0.92 0.06 2.26 3.60
10 4.89 4.80 0.09 -0.91 -0.90 -0.88 -0.86 0.04 2.26 3.60
11 5.30 5.18 0.12 -0.86 -0.84 -0.81 -0.80 0.04 2.27 3.60
12 5.71 5.55 0.16 -0.75 -0.74 -0.72 -0.70 0.04 2.28 3.61
13 6.12 5.94 0.18 -0.69 -0.68 -0.66 -0.64 0.04 2.29 3.61
14 6.52 6.32 0.21 -0.60 -0.60 -0.58 -0.57 0.03 2.29 3.62
15 6.93 6.69 0.24 -0.53 -0.50 -0.49 -0.49 0.01 2.30 3.62
16 7.44 7.14 0.30 -0.39 -0.36 -0.35 -0.34 0.02 2.32 3.63
17 7.95 7.59 0.36 -0.22 -0.20 -0.18 -0.16 0.04 2.33 3.65
18 8.46 8.01 0.45 -0.02 0.04 0.06 0.08 0.04 2.36 3.66
19 9.17 8.60 0.57 0.43 0.42 0.44 0.42 0.00 2.39 3.68
20 10.19 9.44 0.75 0.90 0.91 0.94 0.94 0.03 2.44 3.72
21 11.21 10.27 0.94 1.44 1.49 1.49 1.54 0.05 2.50 3.76
22 12.23 11.06 1.17 2.21 2.25 2.28 2.34 0.09 2.58 3.81
23 13.25 11.87 1.39 2.96 3.05 3.08 3.15 0.10 2.67 3.87
24 14.27 12.59 1.68 4.08 4.10 4.37 4.42 0.32 2.79 3.95
25 15.29 13.36 1.93 5.36 5.50 5.60 5.70 0.20 2.92 4.05
26 16.31 14.09 2.22 7.13 7.30 7.41 7.59 0.29 3.11 4.18
27 17.33 14.80 2.53 9.49 9.90 10.10 10.30 0.40 3.38 4.39
28 18.35 15.61 2.74 11.90 12.33 12.48 12.74 0.41 3.62 4.58
29 19.37 16.41 2.95 14.40 14.92 15.20 15.60 0.68 3.91 4.81
30 20.39 17.25 3.14 16.85 17.19 17.40 17.75 0.56 4.12 4.99
(2) … P' (kg/cm2) effective pressure obtained by (1) - (3) : P' = P - RG TEST LOCATION: TEST DEPTH:
(3) … RG (kg/cm2) obtained from Rn (120) using Rg Calibration Chart.
(8) … Creep Index, Ic Obtained by (7) - (5); Ic = Rn (120) - Rn (30) in mm.
(9) … Rs inside radius obtained by the following equations: TEST NO.: TEST DATE:
Medium Rubber Hard Rubber
Rs(cm) = {Rn(120) + 23.5} / 10 for P < = 10 Rs(cm) = {Rn(120) + 23.5} / 10 for P < = 20
Rs(cm) = {Rn(120) + 23.5-[P-10]/666} /10 for P>10 Rs(cm) = {Rn(120) + 23.5 - [P-20] / 400} /10 for P>20 PAGE: N - VALUE:
(10) … Ro outside radius, obtained by using Ro = (Rs2 + A/ )1/2, where A = 24.63cm2.
RUBBER TYPE: GROUND WATER LEVEL: N VALUE: SOIL TYPE:
SPECIALIST SUB-CONTRACTOR:
PROJECT: SURVEY2000TEL: 8818386
Email: [email protected]
CLIENT: CONSULTANT:
MEGHNA-GUMUTI
PRESSUREMETER TEST DATA RESULTS
17 SANDY SILT
TIME TAKEN :
P-1 19m
2 26/03/2012
2/3 17
MIDIUM
(1) (2) (3) (4) (5)
No. P Rn0 Rn30 Rn60 Rn120
Mpa mm mm mm mm
1 0.21 -2.30 -2.30 -2.30 -2.29
2 0.24 -2.03 -2.02 -2.02 -2.00
3 0.27 -1.88 -1.70 -1.65 -1.62
4 0.30 1.59 -1.56 -1.54 -1.50
5 0.33 -1.49 -1.45 -1.40 -1.37
6 0.36 -1.30 -1.27 -1.24 -1.21
7 0.39 -1.15 -1.10 -1.08 -1.06
8 0.42 -1.05 -1.04 -1.01 -1.01
9 0.45 -0.99 -0.98 -0.96 -0.92
10 0.48 -0.91 -0.90 -0.88 -0.86
11 0.52 -0.86 -0.84 -0.81 -0.80
12 0.56 -0.75 -0.74 -0.72 -0.70
13 0.60 -0.69 -0.68 -0.66 -0.64
14 0.64 -0.60 -0.60 -0.58 -0.57
15 0.68 -0.53 -0.50 -0.49 -0.49
16 0.73 -0.39 -0.36 -0.35 -0.34
17 0.78 -0.22 -0.20 -0.18 -0.16
18 0.83 -0.02 0.04 0.06 0.08
19 0.90 0.43 0.42 0.44 0.42
20 1.00 0.90 0.91 0.94 0.94
21 1.10 1.44 1.49 1.49 1.54
22 1.20 2.21 2.25 2.28 2.34
23 1.30 2.96 3.05 3.08 3.15
24 1.40 4.08 4.10 4.37 4.42
25 1.50 5.36 5.50 5.60 5.70
26 1.60 7.13 7.30 7.41 7.59
27 1.70 9.49 9.90 10.10 10.30
28 1.80 11.90 12.33 12.48 12.74
29 1.90 14.40 14.92 15.20 15.60
30 2.00 16.85 17.19 17.40 17.75
REMARKS:
(2) … P' (kg/cm2) effective pressure obtained by (1) - (3) : P' = P - RG TEST LOCATION: TEST DEPTH:
(3) … RG (kg/cm2) obtained from Rn (120) using Rg Calibration Chart.
(8) … Creep Index, Ic Obtained by (7) - (5); Ic = Rn (120) - Rn (30) in mm.
(9) … Rs inside radius obtained by the following equations: TEST NO.: TEST DATE:
Medium Rubber
Rs(cm) = {Rn(120) + 23.5} / 10 for P < = 10
Rs(cm) = {Rn(120) + 23.5-[P-10]/666} /10 for P>10 PAGE: N - VALUE:
(10) … Ro outside radius, obtained by using Ro = (Rs2 + A/ )1/2, where A = 24.63cm2.
RUBBER TYPE: SOIL TYPE:
M SPECIALIST SUB-CONTRACTOR:
PROJECT: SURVEY2000TEL: 8818386
Email: [email protected]
CLIENT: ORIENTAL CONSUTANS CO.LTD
1/3 17
SILTY FINE SAND
2 26/03/2012
PRESSUREMETER TEST DATA RESULTS
TIME TAKEN :
P-1 19m
EARTH PRESSURE YIELD COEFFICIENT OF MEAN RADIUS OF
AT REST PRESSURE SOIL REACTION K VALUE CALCULATION
NO. OF Po Py Km Rm CYCLE (kg/cm2) (kg/cm2) (kg/cm3) (cm)
1st 3.483 7.587 54.000 3.607
REMARKS:
Po, Po' ………………….…………… Earth Pressure at Rest DIAGRAM: TEST LOCATION: TEST DEPTH:
Py ,Py' ……………………………. Yield Pressure P2 19M
E = (1 + ) . Rm . Km ………….. Modulus of Elasticity TEST NO.: TEST DATE:
2 26/3/2012
PAGE: N - VALUE:
3/3 17
RUBBER TYPE: N VALUE: SOIL TYPE:
MEDIUM 17 SPECIALIST SUB-CONTRACTOR:
PROJECT: SURVEY2000TEL: 8818386
Email: [email protected]
CLIENT: CONSULTANT:
PRESSUREMETER TEST DATA RESULTS
(kg/cm2)
253.211
MODULUS OF
Em
ELASTICITY
FAILURE
PRESSURE
Pf
PREPARATORY SURVEY FOR DHAKA-CHITTAGONG NATIONAL HIGHWAY NO.1 BRIDGE CONSTRUCTION AND REHABILITATION PROJECT
SILTY FINE SAND
MEGHNA-GUMUTI
BANGLADESH ROADS & HIGHWAY DEPARTMENT ORIENTAL COSULTANTS CO. LTD
(kg/cm2)
-
0.0
2.0
4.0
6.0
8.0
10.0
12.0
14.0
16.0
3.50 3.70 3.90 4.10 4.30 4.50
RADIUS, Ro (cm)
2.0
2.5
3.0
3.5
4.0
4.5
5.0
0.00 0.03 0.06 0.09 0.12 0.15
CREEP INDEX, Ic (cm)
Ro Rm Ry
Borehole Radius, R
Creep Value
P'
R
PO
PY (3.645,7.587)
(3.569,3.483
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)
No. P P' = P - RG RG Rn0 Rn30 Rn60 Rn120 Creep Index, Ic Rs Ro
kg/cm2 kg/cm2 kg/cm2mm mm mm mm mm cm cm
1 1.83 2.46 -0.62 -2.54 -2.54 -2.52 -2.48 0.06 2.10 3.50
2 2.14 2.52 -0.37 -2.26 -2.07 -2.03 -1.95 0.12 2.16 3.53
3 2.45 2.59 -0.14 -1.83 -1.63 -1.52 -1.43 0.20 2.21 3.57
4 2.75 2.74 0.02 -1.37 -1.17 -1.10 -1.05 0.12 2.25 3.59
5 3.06 2.96 0.10 -1.02 -0.95 -0.91 -0.84 0.11 2.27 3.60
6 3.36 3.23 0.14 -0.83 -0.85 -0.82 -0.75 0.10 2.28 3.61
7 3.67 3.52 0.15 -0.78 -0.76 -0.75 -0.72 0.04 2.28 3.61
8 4.08 3.88 0.20 -0.69 -0.65 -0.60 -0.60 0.05 2.29 3.62
9 4.49 4.27 0.22 -0.57 -0.56 -0.56 -0.55 0.01 2.30 3.62
10 4.89 4.65 0.24 -0.52 -0.50 -0.48 -0.48 0.02 2.30 3.62
11 5.30 5.02 0.28 -0.43 -0.40 -0.39 -0.39 0.01 2.31 3.63
12 5.71 5.39 0.32 -0.33 -0.31 -0.31 -0.29 0.02 2.32 3.64
13 6.12 5.76 0.36 -0.20 -0.19 -0.18 -0.18 0.01 2.33 3.64
14 6.63 6.20 0.43 0.00 0.01 0.01 0.01 0.00 2.35 3.66
15 7.14 6.66 0.48 0.11 0.13 0.14 0.15 0.02 2.37 3.66
16 7.65 7.07 0.57 0.33 0.38 0.40 0.41 0.03 2.39 3.68
17 8.46 7.72 0.74 0.81 0.85 0.87 0.90 0.05 2.44 3.71
18 9.17 8.28 0.90 1.28 1.33 1.39 1.40 0.07 2.49 3.75
19 10.19 9.06 1.13 2.05 2.12 2.15 2.19 0.07 2.57 3.80
20 11.21 9.83 1.39 3.05 3.10 3.12 3.15 0.05 2.67 3.87
21 12.23 10.54 1.69 4.19 4.36 4.43 4.49 0.13 2.80 3.96
22 13.25 11.24 2.01 5.92 6.04 6.12 6.19 0.15 2.97 4.08
23 14.27 11.96 2.31 7.76 8.04 8.12 8.25 0.21 3.18 4.23
24 15.29 12.76 2.53 9.80 10.00 10.15 10.32 0.32 3.38 4.39
25 16.31 13.56 2.75 12.31 12.58 12.70 12.94 0.36 3.64 4.60
26 17.33 14.42 2.91 14.62 14.81 14.90 14.98 0.17 3.85 4.76
27 18.35 15.31 3.04 15.80 16.35 16.54 16.64 0.29 4.01 4.89
28 19.37 16.28 3.09 16.75 17.20 17.20 17.22 0.02 4.07 4.94
REMARKS:
(2) … P' (kg/cm2) effective pressure obtained by (1) - (3) : P' = P - RG TEST LOCATION: TEST DEPTH:
(3) … RG (kg/cm2) obtained from Rn (120) using Rg Calibration Chart.
(8) … Creep Index, Ic Obtained by (7) - (5); Ic = Rn (120) - Rn (30) in mm.
(9) … Rs inside radius obtained by the following equations: TEST NO.: TEST DATE:
Medium Rubber Hard Rubber
Rs(cm) = {Rn(120) + 23.5} / 10 for P < = 10 Rs(cm) = {Rn(120) + 23.5} / 10 for P < = 20
Rs(cm) = {Rn(120) + 23.5-[P-10]/666} /10 for P>10 Rs(cm) = {Rn(120) + 23.5 - [P-20] / 400} /10 for P>20 PAGE: N - VALUE:
(10) … Ro outside radius, obtained by using Ro = (Rs2 + A/ )1/2, where A = 24.63cm2.
RUBBER TYPE: GROUND WATER LEVEL: N VALUE: SOIL TYPE:
SPECIALIST SUB-CONTRACTOR:
PROJECT: SURVEY2000TEL: 8818386
Email: [email protected]
CLIENT: CONSULTANT:
PREPARATORY SURVEY FOR DHAKA-CHITTAGONG NATIONAL HIGHWAY NO. 1
BRIDGE CONSTRUCTION AND REHABILITION PROJECT
21
MIDIUM
PRESSUREMETER TEST DATA RESULTS
21 FINE SAND
TIME TAKEN :
P-8 13m
1 27/03/2012
1/3
BANGLADESH ROADS & HIGHWAY DEPARTMENT ORIENTAL CONSULTANTS CO.LTD
(1) (2) (3) (4) (5)
No. P Rn0 Rn30 Rn60 Rn120
Mpa mm mm mm mm
1 0.18 -2.54 -2.54 -2.52 -2.48
2 0.21 -2.26 -2.07 -2.03 -1.95
3 0.24 -1.83 -1.63 -1.52 -1.43
4 0.27 -1.37 -1.17 -1.10 -1.05
5 0.30 -1.02 -0.95 -0.91 -0.84
6 0.33 -0.83 -0.85 -0.82 -0.75
7 0.36 -0.78 -0.76 -0.75 -0.72
8 0.40 -0.69 -0.65 -0.60 -0.60
9 0.44 -0.57 -0.56 -0.56 -0.55
10 0.48 -0.52 -0.50 -0.48 -0.48
11 0.52 -0.43 -0.40 -0.39 -0.39
12 0.56 -0.33 -0.31 -0.31 -0.29
13 0.60 -0.20 -0.19 -0.18 -0.18
14 0.65 0.00 0.01 0.01 0.01
15 0.70 0.11 0.13 0.14 0.15
16 0.75 0.33 0.38 0.40 0.41
17 0.83 0.81 0.85 0.87 0.90
18 0.90 1.28 1.33 1.39 1.40
19 1.00 2.05 2.12 2.15 2.19
20 1.10 3.05 3.10 3.12 3.15
21 1.20 4.19 4.36 4.43 4.49
22 1.30 5.92 6.04 6.12 6.19
23 1.40 7.76 8.04 8.12 8.25
24 1.50 9.80 10.00 10.15 10.32
25 1.60 12.31 12.58 12.70 12.94
26 1.70 14.62 14.81 14.90 14.98
27 1.80 15.80 16.35 16.54 16.64
28 1.90 16.75 17.20 17.20 17.22
REMARKS:
(2) … P' (kg/cm2) effective pressure obtained by (1) - (3) : P' = P - RG TEST LOCATION: TEST DEPTH:
(3) … RG (kg/cm2) obtained from Rn (120) using Rg Calibration Chart.
(8) … Creep Index, Ic Obtained by (7) - (5); Ic = Rn (120) - Rn (30) in mm.
(9) … Rs inside radius obtained by the following equations: TEST NO.: TEST DATE:
Medium Rubber
Rs(cm) = {Rn(120) + 23.5} / 10 for P < = 10
Rs(cm) = {Rn(120) + 23.5-[P-10]/666} /10 for P>10 PAGE: N - VALUE:
(10) … Ro outside radius, obtained by using Ro = (Rs2 + A/ )1/2, where A = 24.63cm2.
RUBBER TYPE: SOIL TYPE:
M
PROJECT: SPECIALIST SUB-CONTRACTOR:
SURVEY2000TEL: 8818386
CLIENT: ORIENTAL CONSULTANTS CO.LTD Email: [email protected]
PREPARATORY SURVEY FOR DHAKA-CHITTAGONG NATIONAL HIGHWAY NO.1
BRIDGE CONSTRUCTION AND REHABILITATION PROJECT
1 27/03/2012
PRESSUREMETER TEST DATA RESULTS
TIME TAKEN :
P-8 13m
21
FINE SAND
MEGHNA-GUMUTI
EARTH PRESSURE YIELD COEFFICIENT OF MEAN RADIUS OF
AT REST PRESSURE SOIL REACTION K VALUE CALCULATION
NO. OF Po Py Km Rm CYCLE (kg/cm2) (kg/cm2) (kg/cm3) (cm)
1st 2.737 6.657 51.579 3.627
REMARKS:
``
Po, Po' ………………….…………… Earth Pressure at Rest DIAGRAM: TEST LOCATION: TEST DEPTH:
Py ,Py' ……………………………. Yield Pressure
E = (1 + ) . Rm . Km ………….. Modulus of Elasticity
TEST NO.: TEST DATE:
RUBBER TYPE: N VALUE: SOIL TYPE: SPECIALIST SUB-CONTRACTOR:
MEDIUM 21 SURVEY2000PROJECT: TEL: 8818386
Email: [email protected]
CLIENT: CONSULTANT:
1 27/03/2012
BANGLADESH ROADS & HIGHWAY DEPARTMENT ORIENTAL COSULTANTS CO. LTD
(kg/cm2)
-
PREPARATORY SURVEY FOR DHAKA-CHITTAGONG NATIONAL HIGHWAY NO.1 BRIDGE CONSTRUCTION AND REHABILITATION PROJECT
FINE SAND
P-8 13m
PRESSUREMETER TEST DATA RESULTS
(kg/cm2)
243.200
MODULUS OF
Em
ELASTICITY
FAILURE
PRESSURE
Pf
0.0
2.0
4.0
6.0
8.0
10.0
12.0
14.0
16.0
18.0
3.50 3.70 3.90 4.10 4.30 4.50RADIUS, Ro (cm)
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
0.00 0.03 0.06 0.09 0.12 0.15CREEP INDEX, Ic (cm)
Ro Rm Ry
Borehole Radius, R
Creep Value
P'
R
PO
PY
(3.665, 6.657)
(3.589, 2.737)
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)
No. P P' = P - RG RG Rn0 Rn30 Rn60 Rn120 Creep Index, Ic Rs Ro
kg/cm2 kg/cm2 kg/cm2mm mm mm mm mm cm cm
1 2.04 2.62 -0.58 -2.48 -2.47 -2.42 -2.40 0.07 2.11 3.51
2 2.45 2.85 -0.40 -2.34 -2.20 -2.10 -2.01 0.19 2.15 3.53
3 2.85 3.14 -0.29 -1.95 -1.82 -1.80 -1.76 0.06 2.17 3.54
4 3.26 3.42 -0.16 -1.56 -1.52 -1.50 -1.46 0.06 2.20 3.56
5 3.67 3.78 -0.11 -1.42 -1.38 -1.36 -1.35 0.03 2.22 3.57
6 4.08 4.15 -0.08 -1.34 -1.31 -1.29 -1.27 0.04 2.22 3.58
7 4.59 4.63 -0.04 -1.24 -1.22 -1.20 -1.18 0.04 2.23 3.58
8 5.10 5.09 0.01 -1.14 -1.10 -1.08 -1.06 0.04 2.24 3.59
9 5.61 5.54 0.06 1.01 -0.98 -0.95 -0.93 0.05 2.26 3.60
10 6.12 6.01 0.11 -0.87 -0.85 -0.84 -0.82 0.03 2.27 3.60
11 6.63 6.44 0.19 -0.70 -0.67 -0.65 -0.62 0.05 2.29 3.62
12 7.14 6.83 0.31 -0.46 -0.40 -0.36 -0.31 0.09 2.32 3.64
13 7.65 7.28 0.37 -0.22 -0.20 -0.18 -0.15 0.05 2.34 3.65
14 8.15 7.67 0.48 0.07 0.13 0.14 0.16 0.03 2.37 3.67
15 8.66 8.07 0.59 0.39 0.42 0.44 0.48 0.06 2.40 3.69
16 9.38 8.60 0.78 0.94 0.98 1.00 1.04 0.06 2.45 3.72
17 10.09 9.11 0.98 1.64 1.65 1.67 1.68 0.03 2.52 3.77
18 10.91 9.69 1.21 2.30 2.37 2.44 2.49 0.12 2.60 3.82
19 11.72 10.24 1.48 3.37 3.42 3.46 3.53 0.11 2.70 3.89
20 12.54 10.80 1.74 4.38 4.55 4.63 4.72 0.17 2.82 3.98
21 13.35 11.34 2.01 6.01 6.08 6.13 6.21 0.13 2.97 4.08
22 14.27 11.98 2.29 7.59 7.82 7.93 8.12 0.30 3.16 4.22
23 15.29 12.72 2.57 9.95 10.22 10.40 10.73 0.51 3.42 4.42
24 16.31 13.50 2.81 12.55 13.03 13.30 13.77 0.74 3.73 4.66
25 17.33 14.27 3.05 16.10 16.38 16.55 16.80 0.42 4.03 4.91
26 17.33 14.14 3.19 17.63 18.00 18.24 18.25 0.25 4.18 5.03
REMARKS:
(2) … P' (kg/cm2) effective pressure obtained by (1) - (3) : P' = P - RG TEST LOCATION: TEST DEPTH:
(3) … RG (kg/cm2) obtained from Rn (120) using Rg Calibration Chart.
(8) … Creep Index, Ic Obtained by (7) - (5); Ic = Rn (120) - Rn (30) in mm.
(9) … Rs inside radius obtained by the following equations: TEST NO.: TEST DATE:
Medium Rubber Hard Rubber
Rs(cm) = {Rn(120) + 23.5} / 10 for P < = 10 Rs(cm) = {Rn(120) + 23.5} / 10 for P < = 20
Rs(cm) = {Rn(120) + 23.5-[P-10]/666} /10 for P>10 Rs(cm) = {Rn(120) + 23.5 - [P-20] / 400} /10 for P>20 PAGE: N - VALUE:
(10) … Ro outside radius, obtained by using Ro = (Rs2 + A/ )1/2, where A = 24.63cm2.
RUBBER TYPE: GROUND WATER LEVEL: N VALUE: SOIL TYPE: SPECIALIST SUB-CONTRACTOR:
SPECIALIST SUB-CONTRACTOR:
PROJECT: SURVEY2000TEL: 8818386
Email: [email protected]
CLIENT: CONSULTANT:
17
MIDIUM
PREPERATORY SURVEY FOR DHAKA-CHITTAGONG NATIONAL HIGHWAY NO.1 BRIDGE CONSTRUCTION AND REHABILITION PROJECT.
PRESSUREMETER TEST DATA RESULTS
17 SANDY SILT
TIME TAKEN :
P8 18M
2 27/3/2012
1/3
BANGLADESH ROADS & HIGHWAY Department ORIENTAL CONSULTANTS CO. LTD
(1) (2) (3) (4) (5)
No. P Rn0 Rn30 Rn60 Rn120
Mpa mm mm mm mm
1 0.20 -2.48 -2.47 -2.42 -2.40
2 0.24 -2.34 -2.20 -2.10 -2.01
3 0.28 -1.95 -1.82 -1.80 -1.76
4 0.32 -1.56 -1.52 -1.50 -1.46
5 0.36 -1.42 -1.38 -1.36 -1.35
6 0.40 -1.34 -1.31 -1.29 -1.27
7 0.45 -1.24 -1.22 -1.20 -1.18
8 0.50 -1.14 -1.10 -1.08 -1.06
9 0.55 1.01 -0.98 -0.95 -0.93
10 0.60 -0.87 -0.85 -0.84 -0.82
11 0.65 -0.70 -0.67 -0.65 -0.62
12 0.70 -0.46 -0.40 -0.36 -0.31
13 0.75 -0.22 -0.20 -0.18 -0.15
14 0.80 0.07 0.13 0.14 0.16
15 0.85 0.39 0.42 0.44 0.48
16 0.92 0.94 0.98 1.00 1.04
17 0.99 1.64 1.65 1.67 1.68
18 1.07 2.30 2.37 2.44 2.49
19 1.15 3.37 3.42 3.46 3.53
20 1.23 4.38 4.55 4.63 4.72
21 1.31 6.01 6.08 6.13 6.21
22 1.40 7.59 7.82 7.93 8.12
23 1.50 9.95 10.22 10.40 10.73
24 1.60 12.55 13.03 13.30 13.77
25 1.70 16.10 16.38 16.55 16.80
REMARKS:
(2) … P' (kg/cm2) effective pressure obtained by (1) - (3) : P' = P - RG TEST LOCATION: TEST DEPTH:
(3) … RG (kg/cm2) obtained from Rn (120) using Rg Calibration Chart.
(8) … Creep Index, Ic Obtained by (7) - (5); Ic = Rn (120) - Rn (30) in mm.
(9) … Rs inside radius obtained by the following equations: TEST NO.: TEST DATE:
Medium Rubber
Rs(cm) = {Rn(120) + 23.5} / 10 for P < = 10
Rs(cm) = {Rn(120) + 23.5-[P-10]/666} /10 for P>10 PAGE: N - VALUE:
(10) … Ro outside radius, obtained by using Ro = (Rs2 + A/ )1/2, where A = 24.63cm2.
RUBBER TYPE: SOIL TYPE: SPECIALIST SUB-CONTRACTOR:
M SPECIALIST SUB-CONTRACTOR:
PROJECT: SURVEY2000TEL: 8818386
Email: [email protected]
CLIENT: ORIENTAL CONSULTANTS CO.LTD
2 27/03/2012
PRESSUREMETER TEST DATA RESULTS
TIME TAKEN :
P-8 18m
17
FINE SAND
PREPARATORY SURVEY FOR DHAKA-CHITTAGONG NATIONAL HIGHWAY NO.1
BRIDGE CONSTRUCTION AND REHABILITATION PROJECT
EARTH PRESSURE YIELD COEFFICIENT OF MEAN RADIUS OF
AT REST PRESSURE SOIL REACTION K VALUE CALCULATION
NO. OF Po Py Km Rm CYCLE (kg/cm2) (kg/cm2) (kg/cm3) (cm)
1st 3.420 6.438 56.943 3.590
REMARKS:
``
Po, Po' ………………….…………… Earth Pressure at Rest DIAGRAM: TEST LOCATION: TEST DEPTH:
Py ,Py' ……………………………. Yield Pressure P8 18M
E = (1 + ) . Rm . Km ………….. Modulus of Elasticity TEST NO.: TEST DATE:
2 27/3/2012
PAGE: N - VALUE:
17
RUBBER TYPE: N VALUE: SOIL TYPE: SPECIALIST SUB-CONTRACTOR:
MEDIUM 17 SURVEY2000PROJECT: TEL: 8818386
Email: [email protected]
CLIENT: CONSULTANT:
BANGLADESH ROADS & HIGHWAY DEPARTMENT ORIENTAL COSULTANTS CO. LTD
(kg/cm2)
-
PREPARATORY SURVEY FOR DHAKA-CHITTAGONG NATIONAL HIGHWAY NO.1 BRIDGE CONSTRUCTION AND REHABILITATION PROJECT
FINE SAND
PRESSUREMETER TEST DATA RESULTS
(kg/cm2)
265.718
MODULUS OF
Em
ELASTICITY
FAILURE
PRESSURE
Pf
0.0
2.0
4.0
6.0
8.0
10.0
12.0
14.0
16.0
3.50 3.70 3.90 4.10 4.30 4.50RADIUS, Ro (cm)
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
0.00 0.03 0.06 0.09 0.12 0.15
CREEP INDEX, Ic (cm)
Ro Rm Ry
Borehole Radius, R
Creep Value
P'
R
PO
PY (3.616,6.438)
(3.563, 3.420)
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)
No. P P' = P - RG RG Rn0 Rn30 Rn60 Rn120 Creep Index, Ic Rs Ro
kg/cm2 kg/cm2 kg/cm2mm mm mm mm mm cm cm
1 1.12 1.64 -0.52 -2.29 -2.29 -2.28 -2.27 0.02 2.12 3.51
2 1.43 1.76 -0.33 -1.90 -1.88 -1.87 -1.85 0.03 2.17 3.54
3 1.73 1.76 -0.03 -1.23 -1.20 -1.17 -1.15 0.05 2.24 3.58
4 2.04 1.76 0.28 -0.48 -0.45 -0.42 -0.39 0.06 2.31 3.63
5 2.34 1.86 0.48 0.00 0.10 0.14 0.16 0.06 2.37 3.67
6 2.65 2.02 0.63 0.42 0.49 0.54 0.59 0.10 2.41 3.69
7 2.96 2.22 0.74 0.80 0.84 0.87 0.90 0.06 2.44 3.71
8 3.36 2.53 0.83 1.11 1.13 1.17 1.19 0.06 2.47 3.73
9 3.77 2.87 0.90 1.34 1.37 1.39 1.40 0.03 2.49 3.75
10 4.18 3.21 0.97 1.59 1.60 1.63 1.65 0.05 2.52 3.76
11 4.59 3.50 1.09 1.96 2.00 2.01 2.03 0.03 2.55 3.79
12 5.10 3.85 1.24 2.51 2.55 2.56 2.60 0.05 2.61 3.83
13 5.61 4.17 1.44 3.22 3.27 3.31 3.35 0.08 2.69 3.88
14 6.12 4.47 1.64 4.12 4.18 4.21 4.26 0.08 2.78 3.94
15 6.63 4.72 1.90 5.37 5.48 5.52 5.56 0.08 2.91 4.04
16 7.14 4.99 2.15 6.80 6.93 7.01 7.09 0.16 3.06 4.15
17 7.65 5.25 2.39 8.51 8.76 8.83 9.00 0.24 3.25 4.29
18 8.15 5.51 2.65 11.00 11.29 11.40 11.65 0.36 3.52 4.49
19 8.66 5.80 2.87 13.11 13.80 14.07 14.47 0.67 3.80 4.72
20 9.17 6.15 3.03 15.77 16.08 16.33 16.50 0.42 4.00 4.88
21 9.68 6.60 3.09 17.15 17.16 17.17 17.17 0.01 4.07 4.94
REMARKS:
(2) … P' (kg/cm2) effective pressure obtained by (1) - (3) : P' = P - RG TEST LOCATION: TEST DEPTH:
(3) … RG (kg/cm2) obtained from Rn (120) using Rg Calibration Chart.
(8) … Creep Index, Ic Obtained by (7) - (5); Ic = Rn (120) - Rn (30) in mm.
(9) … Rs inside radius obtained by the following equations: TEST NO.: TEST DATE:
Medium Rubber Hard Rubber
Rs(cm) = {Rn(120) + 23.5} / 10 for P < = 10 Rs(cm) = {Rn(120) + 23.5} / 10 for P < = 20
Rs(cm) = {Rn(120) + 23.5-[P-10]/666} /10 for P>10 Rs(cm) = {Rn(120) + 23.5 - [P-20] / 400} /10 for P>20 PAGE: N - VALUE:
(10) … Ro outside radius, obtained by using Ro = (Rs2 + A/ )1/2, where A = 24.63cm2.
RUBBER TYPE: GROUND WATER LEVEL: N VALUE: SOIL TYPE: SPECIALIST SUB-CONTRACTOR:
SURVEY2000PROJECT: TEL: 8818386
Email: [email protected]
CLIENT: CONSULTANT:
PRESSUREMETER TEST DATA RESULTS
11 FINE SAND
TIME TAKEN :
P-13 10m
1 28/03/2012
MEDIUM
BANGLADESH ROADS & HIGHWAY Department
PREPERATORY SURVEY FOR DHAKA-CHITTAGONG NATIONAL HIGHWAY NO.1 BRIDGE CONSTRUCTION AND REHABILITION PROJECT
ORIENTAL COSULTANTS CO. LTD
(1) (2) (3) (4) (5)
No. P Rn0 Rn30 Rn60 Rn120
Mpa mm mm mm mm
1 0.11 -2.29 -2.29 -2.28 -2.27
2 0.14 -1.90 -1.88 -1.87 -1.85
3 0.17 -1.23 -1.20 -1.17 -1.15
4 0.20 -0.48 -0.45 -0.42 -0.39
5 0.23 0.00 0.10 0.14 0.16
6 0.26 0.42 0.49 0.54 0.59
7 0.29 0.80 0.84 0.87 0.90
8 0.33 1.11 1.13 1.17 1.19
9 0.37 1.34 1.37 1.39 1.40
10 0.41 1.59 1.60 1.63 1.65
11 0.45 1.96 2.00 2.01 2.03
12 0.50 2.51 2.55 2.56 2.60
13 0.55 3.22 3.27 3.31 3.35
14 0.60 4.12 4.18 4.21 4.26
15 0.65 5.37 5.48 5.52 5.56
16 0.70 6.80 6.93 7.01 7.09
17 0.75 8.51 8.76 8.83 9.00
18 0.80 11.00 11.29 11.40 11.65
19 0.85 13.11 13.80 14.07 14.47
20 0.90 15.77 16.08 16.33 16.50
21 0.95 17.15 17.16 17.17 17.17
22
23
24
25
26
REMARKS:
(2) … P' (kg/cm2) effective pressure obtained by (1) - (3) : P' = P - RG TEST LOCATION: TEST DEPTH:
(3) … RG (kg/cm2) obtained from Rn (120) using Rg Calibration Chart.
(8) … Creep Index, Ic Obtained by (7) - (5); Ic = Rn (120) - Rn (30) in mm.
(9) … Rs inside radius obtained by the following equations: TEST NO.: TEST DATE:
Medium Rubber
Rs(cm) = {Rn(120) + 23.5} / 10 for P < = 10
Rs(cm) = {Rn(120) + 23.5-[P-10]/666} /10 for P>10 PAGE: N - VALUE:
(10) … Ro outside radius, obtained by using Ro = (Rs2 + A/ )1/2, where A = 24.63cm2.
RUBBER TYPE: SOIL TYPE: SPECIALIST SUB-CONTRACTOR:
M SURVEY2000PROJECT: TEL: 8818386
Email: [email protected]
CLIENT: ORIENTAL CONSULTANTS CO.LTD
11
FINE SAND
PREPARATORY SURVEY FOR DHAKA-CHITTAGONG NATIONAL HIGHWAY NO.1
BRIDGE CONSTRUCTION AND REHABILITATION PROJECT
1 28/03/2012
PRESSUREMETER TEST DATA RESULTS
TIME TAKEN :
P-13 10m
EARTH PRESSURE YIELD COEFFICIENT OF MEAN RADIUS OF
AT REST PRESSURE SOIL REACTION K VALUE CALCULATION
NO. OF Po Py Km Rm CYCLE (kg/cm2) (kg/cm2) (kg/cm3) (cm)
1st 2.018 5.501 36.663 3.742
REMARKS:
``
Po, Po' ………………….…………… Earth Pressure at Rest DIAGRAM: TEST LOCATION: TEST DEPTH:
Py ,Py' ……………………………. Yield Pressure
E = (1 + ) . Rm . Km ………….. Modulus of Elasticity
TEST NO.: TEST DATE:
RUBBER TYPE: N VALUE: SOIL TYPE: SPECIALIST SUB-CONTRACTOR:
MEDIUM 11 SURVEY2000PROJECT: TEL: 8818386
Email: [email protected]
CLIENT: CONSULTANT:
1 28/03/2012
PRESSUREMETER TEST DATA RESULTS
(kg/cm2)
178.328
MODULUS OF
Em
ELASTICITY
FAILURE
PRESSURE
Pf
PREPARATORY SURVEY FOR DHAKA-CHITTAGONG NATIONAL HIGHWAY NO.1 BRIDGE CONSTRUCTION AND REHABILITATION PROJECT
FINE SAND
P-13 10m
BANGLADESH ROADS & HIGHWAY DEPARTMENT ORIENTAL COSULTANTS CO. LTD
(kg/cm2)
-
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
6.0
3.50 3.70 3.90 4.10 4.30 4.50
`
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
0.00 0.03 0.06 0.09 0.12 0.15
CREEP INDEX, Ic (cm)
Ro Rm Ry
Borehole Radius, R
Creep Value
P'
R
PO
PY (3.789, 5.501)
(3.694, 2.018)
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)
No. P P' = P - RG RG Rn0 Rn30 Rn60 Rn120 Creep Index, Ic Rs Ro
kg/cm2 kg/cm2 kg/cm2mm mm mm mm mm cm cm
1 1.22 2.13 -0.90 -3.07 -3.06 -3.06 -3.05 0.01 2.05 3.47
2 1.53 2.15 -0.62 -2.54 -2.50 -2.49 -2.48 0.02 2.10 3.50
3 1.83 2.20 -0.37 -1.99 -1.95 -1.94 -1.93 0.02 2.16 3.53
4 2.14 2.22 -0.08 -1.38 -1.33 -1.30 -1.28 0.05 2.22 3.57
5 2.45 2.30 0.15 -0.85 -0.79 -0.75 -0.72 0.07 2.28 3.61
6 2.75 2.46 0.29 -0.44 -0.40 -0.38 -0.35 0.05 2.32 3.63
7 3.06 2.63 0.43 -0.17 -0.08 -0.02 0.02 0.10 2.35 3.66
8 3.36 2.83 0.53 0.18 0.22 0.26 0.30 0.08 2.38 3.67
9 3.77 3.13 0.64 0.58 0.60 0.60 0.62 0.02 2.41 3.70
10 4.18 3.50 0.68 0.68 0.70 0.71 0.73 0.03 2.42 3.70
11 4.59 3.85 0.74 0.83 0.86 0.89 0.91 0.05 2.44 3.71
12 5.10 4.28 0.82 1.05 1.09 1.12 1.15 0.06 2.47 3.73
13 5.61 4.67 0.94 1.48 1.52 1.52 1.54 0.02 2.50 3.76
14 6.12 5.04 1.08 1.85 1.93 1.98 2.00 0.07 2.55 3.79
15 6.63 5.38 1.24 2.49 2.55 2.56 2.59 0.04 2.61 3.83
16 7.14 5.71 1.42 3.09 3.21 3.24 3.30 0.09 2.68 3.88
17 7.65 6.01 1.63 3.91 4.10 4.16 4.21 0.11 2.77 3.94
18 8.36 6.46 1.90 5.18 5.40 5.52 5.57 0.17 2.91 4.04
19 9.17 6.93 2.25 7.15 7.48 7.65 7.78 0.30 3.13 4.20
20 10.19 7.59 2.60 9.67 10.40 10.75 11.10 0.70 3.46 4.45
21 11.01 8.10 2.91 13.33 14.03 14.45 15.01 0.98 3.85 4.76
22 11.82 8.74 3.09 16.40 16.98 17.16 17.16 0.18 4.07 4.94
REMARKS:
(2) … P' (kg/cm2) effective pressure obtained by (1) - (3) : P' = P - RG TEST LOCATION: TEST DEPTH:
(3) … RG (kg/cm2) obtained from Rn (120) using Rg Calibration Chart.
(8) … Creep Index, Ic Obtained by (7) - (5); Ic = Rn (120) - Rn (30) in mm.
(9) … Rs inside radius obtained by the following equations: TEST NO.: TEST DATE:
Medium Rubber Hard Rubber
Rs(cm) = {Rn(120) + 23.5} / 10 for P < = 10 Rs(cm) = {Rn(120) + 23.5} / 10 for P < = 20
Rs(cm) = {Rn(120) + 23.5-[P-10]/666} /10 for P>10 Rs(cm) = {Rn(120) + 23.5 - [P-20] / 400} /10 for P>20 PAGE: N - VALUE:
(10) … Ro outside radius, obtained by using Ro = (Rs2 + A/ )1/2, where A = 24.63cm2.
RUBBER TYPE: GROUND WATER LEVEL: N VALUE: SOIL TYPE: SPECIALIST SUB-CONTRACTOR:
PROJECT: SURVEY2000TEL: 8818386
Email: [email protected]
CLIENT: CONSULTANT:
MIDIUM
PREPERATORY SURVEY FOR DHAKA-CHITTAGONG NATIONAL HIGHWAY NO.1 BRIDGE CONSTRUCTION AND REHABILITION PROJECT.
PRESSUREMETER TEST DATA RESULTS
13 FINE SAND
TIME TAKEN :
P-13 14m
2 28/03/2012
BANGLADESH ROADS & HIGHWAY Department ORIENTAL CONSULTANTS CO. LTD
(1) (2) (3) (4) (5)
No. P Rn0 Rn30 Rn60 Rn120
Mpa mm mm mm mm
1 0.12 -3.07 -3.06 -3.06 -3.05
2 0.15 -2.54 -2.50 -2.49 -2.48
3 0.18 -1.99 -1.95 -1.94 -1.93
4 0.21 -1.38 -1.33 -1.30 -1.28
5 0.24 -0.85 -0.79 -0.75 -0.72
6 0.27 -0.44 -0.40 -0.38 -0.35
7 0.30 -0.17 -0.08 -0.02 0.02
8 0.33 0.18 0.22 0.26 0.30
9 0.37 0.58 0.60 0.60 0.62
10 0.41 0.68 0.70 0.71 0.73
11 0.45 0.83 0.86 0.89 0.91
12 0.50 1.05 1.09 1.12 1.15
13 0.55 1.48 1.52 1.52 1.54
14 0.60 1.85 1.93 1.98 2.00
15 0.65 2.49 2.55 2.56 2.59
16 0.70 3.09 3.21 3.24 3.30
17 0.75 3.91 4.10 4.16 4.21
18 0.82 5.18 5.40 5.52 5.57
19 0.90 7.15 7.48 7.65 7.78
20 1.00 9.67 10.40 10.75 11.10
21 1.08 13.33 14.03 14.45 15.01
22 1.16 16.40 16.98 17.16 17.16
23
24
25
REMARKS:
(2) … P' (kg/cm2) effective pressure obtained by (1) - (3) : P' = P - RG TEST LOCATION: TEST DEPTH:
(3) … RG (kg/cm2) obtained from Rn (120) using Rg Calibration Chart.
(8) … Creep Index, Ic Obtained by (7) - (5); Ic = Rn (120) - Rn (30) in mm.
(9) … Rs inside radius obtained by the following equations: TEST NO.: TEST DATE:
Medium Rubber
Rs(cm) = {Rn(120) + 23.5} / 10 for P < = 10
Rs(cm) = {Rn(120) + 23.5-[P-10]/666} /10 for P>10 PAGE: N - VALUE:
(10) … Ro outside radius, obtained by using Ro = (Rs2 + A/ )1/2, where A = 24.63cm2.
RUBBER TYPE: SOIL TYPE: SPECIALIST SUB-CONTRACTOR:
M
PROJECT: SURVEY2000TEL: 8818386
Email: [email protected]
CLIENT: ORIENTAL CONSULTANTS CO.LTD
2 28/03/2012
PRESSUREMETER TEST DATA RESULTS
TIME TAKEN :
P-13 14m
13
FINE SAND
PREPARATORY SURVEY FOR DHAKA-CHITTAGONG NATIONAL HIGHWAY NO.1
BRIDGE CONSTRUCTION AND REHABILITATION PROJECT
EARTH PRESSURE YIELD COEFFICIENT OF MEAN RADIUS OF
AT REST PRESSURE SOIL REACTION K VALUE CALCULATION
NO. OF Po Py Km Rm CYCLE (kg/cm2) (kg/cm2) (kg/cm3) (cm)
1st 4.666 2.832 22.642 3.716
REMARKS:
``
Po, Po' ………………….…………… Earth Pressure at Rest DIAGRAM: TEST LOCATION: TEST DEPTH:
Py ,Py' ……………………………. Yield Pressure
E = (1 + ) . Rm . Km ………….. Modulus of Elasticity
TEST NO.: TEST DATE:
RUBBER TYPE: N VALUE: SOIL TYPE: SPECIALIST SUB-CONTRACTOR:
MEDIUM 13 SURVEY2000PROJECT: TEL: 8818386
Email: [email protected]
CLIENT: CONSULTANT:
BANGLADESH ROADS & HIGHWAY DEPARTMENT ORIENTAL COSULTANTS CO. LTD
(kg/cm2)
-
PREPARATORY SURVEY FOR DHAKA-CHITTAGONG NATIONAL HIGHWAY NO.1 BRIDGE CONSTRUCTION AND REHABILITATION PROJECT
FINE SAND
P-13 14m
PRESSURE
Pf
2 28/03/2012
PRESSUREMETER TEST DATA RESULTS
(kg/cm2)
109.364
MODULUS OF
Em
ELASTICITY
FAILURE
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
3.50 3.70 3.90 4.10 4.30 4.50RADIUS, Ro (cm)
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
0.00 0.03 0.06 0.09 0.12 0.15
CREEP INDEX, Ic (cm)
Ro Rm Ry
Borehole Radius, R
Creep Value
P'
R
PO
PY (3.756,4.666)
(3.675,2.832)
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)
No. P P' = P - RG RG Rn0 Rn30 Rn60 Rn120 Creep Index, Ic Rs Ro
kg/cm2 kg/cm2 kg/cm2mm mm mm mm mm cm cm
1 1.22 2.13 -0.90 -3.07 -3.06 -3.06 -3.05 0.01 2.05 3.47
2 1.53 2.15 -0.62 -2.54 -2.50 -2.49 -2.48 0.02 2.10 3.50
3 1.83 2.20 -0.37 -1.99 -1.95 -1.94 -1.93 0.02 2.16 3.53
4 2.14 2.22 -0.08 -1.38 -1.33 -1.30 -1.28 0.05 2.22 3.57
5 2.45 2.30 0.15 -0.85 -0.79 -0.75 -0.72 0.07 2.28 3.61
6 2.75 2.46 0.29 -0.44 -0.40 -0.38 -0.35 0.05 2.32 3.63
7 3.06 2.63 0.43 -0.17 -0.08 -0.02 0.02 0.10 2.35 3.66
8 3.36 2.83 0.53 0.18 0.22 0.26 0.30 0.08 2.38 3.67
9 3.77 3.13 0.64 0.58 0.60 0.60 0.62 0.02 2.41 3.70
10 4.18 3.50 0.68 0.68 0.70 0.71 0.73 0.03 2.42 3.70
11 4.59 3.85 0.74 0.83 0.86 0.89 0.91 0.05 2.44 3.71
12 5.10 4.28 0.82 1.05 1.09 1.12 1.15 0.06 2.47 3.73
13 5.61 4.67 0.94 1.48 1.52 1.52 1.54 0.02 2.50 3.76
14 6.12 5.04 1.08 1.85 1.93 1.98 2.00 0.07 2.55 3.79
15 6.63 5.38 1.24 2.49 2.55 2.56 2.59 0.04 2.61 3.83
16 7.14 5.71 1.42 3.09 3.21 3.24 3.30 0.09 2.68 3.88
17 7.65 6.01 1.63 3.91 4.10 4.16 4.21 0.11 2.77 3.94
18 8.36 6.46 1.90 5.18 5.40 5.52 5.57 0.17 2.91 4.04
19 9.17 6.93 2.25 7.15 7.48 7.65 7.78 0.30 3.13 4.20
20 10.19 7.59 2.60 9.67 10.40 10.75 11.10 0.70 3.46 4.45
21 11.01 8.10 2.91 13.33 14.03 14.45 15.01 0.98 3.85 4.76
22 11.82 8.74 3.09 16.40 16.98 17.16 17.16 0.18 4.07 4.94
REMARKS:
(2) … P' (kg/cm2) effective pressure obtained by (1) - (3) : P' = P - RG TEST LOCATION: TEST DEPTH:
(3) … RG (kg/cm2) obtained from Rn (120) using Rg Calibration Chart. P-13
(8) … Creep Index, Ic Obtained by (7) - (5); Ic = Rn (120) - Rn (30) in mm. MEGHNA_GUMUTI
(9) … Rs inside radius obtained by the following equations: TEST NO.: TEST DATE:
Medium Rubber Hard Rubber
Rs(cm) = {Rn(120) + 23.5} / 10 for P < = 10 Rs(cm) = {Rn(120) + 23.5} / 10 for P < = 20
Rs(cm) = {Rn(120) + 23.5-[P-10]/666} /10 for P>10 Rs(cm) = {Rn(120) + 23.5 - [P-20] / 400} /10 for P>20 PAGE: N - VALUE:
(10) … Ro outside radius, obtained by using Ro = (Rs2 + A/ )1/2, where A = 24.63cm2.
RUBBER TYPE: GROUND WATER LEVEL: N VALUE: SOIL TYPE: SPECIALIST SUB-CONTRACTOR:
PROJECT: SURVEY2000TEL: 8818386
Email: [email protected]
CLIENT: CONSULTANT:
21
MWDIUM
PREPERATORY SURVEY FOR DHAKA-CHITTAGONG NATIONAL HIGHWAY NO.1 BRIDGE CONSTRUCTION AND REHABILITION PROJECT.
PRESSUREMETER TEST DATA RESULTS
21 SANDY SILT
TIME TAKEN :
19m
3 28/03/2012
BANGLADESH ROADS & HIGHWAY Department ORIENTAL CONSULTANTS CO. LTD
(1) (2) (3) (4) (5)
No. P Rn0 Rn30 Rn60 Rn120
Mpa mm mm mm mm
1 0.17 -3.19 -3.18 -3.18 -3.17
2 0.20 -3.00 -3.00 -3.00 -2.98
3 0.23 -2.65 -2.58 -2.55 -2.54
4 0.26 -2.14 -2.00 -1.94 -1.92
5 0.30 -1.60 -1.46 -1.42 -1.46
6 0.34 -1.08 -0.98 -0.92 -0.89
7 0.38 -0.79 -0.68 -0.65 -0.58
8 0.42 -0.52 -0.45 -0.40 -0.36
9 0.46 -0.23 -0.15 -0.13 -0.10
10 0.50 -0.08 -0.02 0.00 0.01
11 0.55 0.11 0.15 0.17 0.18
12 0.60 0.32 0.35 0.36 0.38
13 0.65 0.62 0.64 0.65 0.66
14 0.70 0.91 0.92 0.94 0.95
15 0.77 1.46 1.47 1.47 1.48
16 0.84 2.03 2.05 2.09 2.10
17 0.91 2.70 2.77 2.79 2.84
18 0.98 3.56 3.62 3.68 3.75
19 1.06 4.71 4.77 4.82 4.89
20 1.14 6.09 6.18 6.26 6.37
21 1.22 7.84 7.99 8.09 8.20
22 1.30 9.81 10.04 10.14 10.33
23 1.38 12.20 12.47 12.60 12.75
24 1.46 15.21 15.52 15.75 16.15
25 1.50 16.06 16.98 17.03 17.14
26 1.55 17.12 17.15 17.15 17.15
REMARKS:
(2) … P' (kg/cm2) effective pressure obtained by (1) - (3) : P' = P - RG TEST LOCATION: TEST DEPTH:
(3) … RG (kg/cm2) obtained from Rn (120) using Rg Calibration Chart. P13 (8) … Creep Index, Ic Obtained by (7) - (5); Ic = Rn (120) - Rn (30) in mm. MEGHNA_GUMUTI
(9) … Rs inside radius obtained by the following equations: TEST NO.: TEST DATE:
Medium Rubber
Rs(cm) = {Rn(120) + 23.5} / 10 for P < = 10
Rs(cm) = {Rn(120) + 23.5-[P-10]/666} /10 for P>10 PAGE: N - VALUE:
(10) … Ro outside radius, obtained by using Ro = (Rs2 + A/ )1/2, where A = 24.63cm2.
RUBBER TYPE: SOIL TYPE: SPECIALIST SUB-CONTRACTOR:
M SURVEY2000PROJECT: TEL: 8818386
Email: [email protected]
CLIENT: ORIENTAL CONSULTANTS CO.LTD
3 28/03/2012
PRESSUREMETER TEST DATA RESULTS
TIME TAKEN :
19m
21
FINE SAND
PREPARATORY SURVEY FOR DHAKA-CHITTAGONG NATIONAL HIGHWAY NO.1
BRIDGE CONSTRUCTION AND REHABILITATION PROJECT
EARTH PRESSURE YIELD COEFFICIENT OF MEAN RADIUS OF
AT REST PRESSURE SOIL REACTION K VALUE CALCULATION
NO. OF Po Py Km Rm CYCLE (kg/cm2) (kg/cm2) (kg/cm3) (cm)
1st 6.382 3.670 27.394 3.668
REMARKS:
``
Po, Po' ………………….…………… Earth Pressure at Rest DIAGRAM: TEST LOCATION: TEST DEPTH:
Py ,Py' ……………………………. Yield Pressure P-13
E = (1 + ) . Rm . Km ………….. Modulus of Elasticity MEGHNA_GUMUTI
TEST NO.: TEST DATE:
RUBBER TYPE: N VALUE: SOIL TYPE: SPECIALIST SUB-CONTRACTOR:
MEDIUM 21 SURVEY2000PROJECT: TEL: 8818386
Email: [email protected]
CLIENT: CONSULTANT:
BANGLADESH ROADS & HIGHWAY DEPARTMENT ORIENTAL COSULTANTS CO. LTD
(kg/cm2)
-
PREPARATORY SURVEY FOR DHAKA-CHITTAGONG NATIONAL HIGHWAY NO.1 BRIDGE CONSTRUCTION AND REHABILITATION PROJECT
SANDY SILT
19m
PRESSURE
Pf
3 28/03/2012
PRESSUREMETER TEST DATA RESULTS
(kg/cm2)
130.607
MODULUS OF
Em
ELASTICITY
FAILURE
2.0
4.0
6.0
8.0
10.0
3.50 3.70 3.90 4.10 4.30 4.50
RADIUS, Ro (cm)
2.0
2.5
3.0
3.5
4.0
4.5
5.0
0.00 0.03 0.06 0.09 0.12 0.15
CREEP INDEX, Ic (cm)
Ro Rm Ry
Borehole Radius, R
Creep Value
P'
R
PO
PY (3.717,6.382)
(3.618,3.670)
Sub-Soil Investigation Report for Construction of New Kanchpur Bridge March 2012
SURVEY2000
BORE LOGS
CBR TEST
APPENDIX 4.
RECORDS OF TRAFFIC SURVEY
1. PHOTO RECORDS OF TRAFFIC SURVEY
Manual Classified Counts Manual Classified Counts
OD Interview Survey OD Interview Survey
Traffic Movement Count Survey
2. SURVEY FORM
Survey Form (Manual Classified Counts)
Survey Form (OD Interview Survey) DHAKA-CHITTAGONG NATIONAL HIGHWAY NO.1 BRIDGE CONSTRUCTION AND REHABILITATION PROJECT
INTERVIEW SURVEY OF ORIGIN DISTINATION
LOCATION NAMA DATE
DIRECTION To Dhaka or To Chittagong
SURVEYOR NAME : WEATHER
Nunber
Interview time hour/minite : hour/minite :
A Address of residence
1. Heavy Truck 9. Baby-taxi/Tempo 1. Heavy Truck 9. Baby-taxi/Tempo
2. Medium Truck 10. Motor Cycle 2. Medium Truck 10. Motor Cycle
B Vehicle 3. Small Truck 11. Bicycle 3. Small Truck 11. Bicycle
type 4. Large Bus 12. Cycle Rickshaw 4. Large Bus 12. Cycle Rickshaw
5. Medium bus 13. Cart 5. Medium bus 13. Cart
6. Microbus 6. Microbus
7. Utility 7. Utility
8. Car/Taxi 8. Car/Taxi
C Occupation 1. Worker(Private Sector) 1. Worker(Private Sector)
2. Worker(Government) 2. Worker(Government)
3. Student 3. Student
4. House wife 4. House wife
5. No occupation 5. No occupation
6. Others 6. Others
( ( )
D Number of passenger
*including the driver
E Origin of trip
F Distination of trip
G Travel time hours / minutes hours / minutes
What is your expected travel time
to distination?
1. To work 1. To work
H What is the primary 2. To school 2. To school
purpose of your trip 3. To shop/market 3. To shop/market
4. To Home 4. To Home
5. To business 5. To business
6. Others 6. Others
( ) ( )
I How frequently 1. Everyday 1. Everyday
do you use this drive 2. Everyweekday 2. Everyweekday
3. Two,three times a week 3. Two,three times a week
4. One time a week 4. One time a week
5. Two,three times a month 5. Two,three times a month
6. One time a month 6. One time a month
7. Others 7. Others
( ) ( )
J Commodity / Loading volume
*excluding deadweight tonne tonne
K Commodity type 1. Empty(no cargo) 1. Empty(no cargo)
2. Agricultur (rice, vegetable etc, ) 2. Agricultur (rice, vegetable etc, )
3. Forest (timber, wood etc, ) 3. Forest (timber, wood etc, )
4. Marine (fish, fish product etc, ) 4. Marine (fish, fish product etc, )
5. Mineral (coal, copper etc, ) 5. Mineral (coal, copper etc, )
6. Metal, Machine (steel, car, bike etc, ) 6. Metal, Machine (steel, car, bike etc, )
7. Chemical (petroleum etc, ) 7. Chemical (petroleum etc, )
8. Light Industry (machine parts etc, ) 8. Light Industry (machine parts etc, )
9. Textile (garment, shoes etc, ) 9. Textile (garment, shoes etc, )
10. Construction (asphalt, cement etc, ) 10. Construction (asphalt, cement etc, )
11. Others 11. Others
( ) ( )
L Mejor bottleneck point along
the national No.1
M What other roads could
you use to complete this trip
if you could not use
this route (national No.1)?
Road and Highway Department Japan International Cooperation Agency*Question(J - L) for Vehicle type (1,2,3,7)
::
1 2/ / 2 0
OD Survey Form1
Survey Form (Traffic Movement Count Survey)
DA
TE
LOC
AT
ION
NA
MA
DIR
EC
TIO
N
SU
RV
EY
OR
NA
ME
12
34
56
78
91
011
121
3
Hea
vy T
ruck
Me
dium
Tru
ckS
ma
ll T
ruck
Lar
ge B
us
Me
dium
bu
sM
icro
bus
Util
ityC
ar/T
axi
Ba
by-t
axi/T
empo
Mot
or C
ycle
Bic
ycle
Cyc
le R
icks
haw
Car
t
TO
TO
TO
TO
DH
AK
A-C
HIT
TAG
ON
G N
ATI
ON
AL
HIG
HW
AY
NO
.1 B
RID
GE
CO
NST
RU
CTI
ON
AN
D R
EHA
BIL
ITA
TIO
N P
RO
JEC
T
T
RA
FFIC
CO
UN
T A
T IN
TER
SEC
TIO
N
MO
TO
RIS
ED
NO
N -
MO
TO
RIS
ED
1. N
1 D
hak
a
2. N
2
3. N
1 C
hit
tag
on
g
1 -
3
1 -
2
2 -
12
- 3
3 -
2
3 -
1
Survey Form (Traffic speed survey)
DATE
SURVEYOR NAME
Outbound Outbound Outbound Outbound Outbound Outbound
N-1 (0 KP) 0 KP
Kanchpure bridge(Dhaka side)
KP
Meghna BridgeToll Gate
KP
Meghna-Gumti BridgeToll Gate
KP
Location KP Inboud Inboud Inboud Inboud Inboud Inboud
Meghna-Gumti BridgeToll Gate
0 KP
Meghna BridgeToll Gate
KP
Kanchpure bridge(Dhaka side)
KP
N-1 (0 KP) KP
Road and Highway Department Japan International Cooperation Agency
Traffic jam point
Location,KP
Time
Location,KP
Time
Location,KP
Time
Location,KP
Time
DHAKA-CHITTAGONG NATIONAL HIGHWAY NO.1 BRIDGE CONSTRUCTION AND REHABILITATION PROJECT
TRAFFIC SPEED SURVEY
passing timeLocation KP
3. SURVEY RESULT
12
34
56
78
91
01
11
21
3H
eav
yT
ruck
Me
diu
mT
ruck
Sm
all T
ruck
Lar
ge
Bus
Min
i bus
Mic
rob
usU
tility
Car
/Tax
iB
aby-
taxi
/T
em
po
Mo
tor
Cyc
leB
icyc
leC
ycle
Ric
ksha
wC
art
1D
em
ra2
,10
7
1,4
68
1
,24
5
1,0
02
7
45
1,4
64
1
,48
8
1,8
32
2
,36
0
77
0
1
19
36
7
-
14
,48
0
48
6
1
4,9
66
2K
anch
pur
4,9
74
3
,41
7
2,3
49
4
,95
8
3,7
66
2
,55
9
2,6
90
3
,23
7
5,4
72
1
,03
1
17
8
5
81
8
34
,45
3
76
7
3
5,2
20
3M
eg
hn
a,
Me
gh
na
-Gu
mti
3,3
37
4
,94
4
1,7
97
4
,13
8
1,9
86
2
,92
9
2,7
40
2
,93
7
2,5
09
2
60
-
-
-
2
7,5
78
-
27
,57
8
4N
-2:S
ylh
et R
oa
d3
,75
5
1,4
87
1
,24
3
2,6
45
1
,96
6
1,7
04
1
,93
8
1,8
55
4
,20
1
1,0
49
2
20
1,6
98
-
21
,84
3
1,9
18
2
3,7
61
5M
od
on
pu
r to
Ba
nd
ar
roa
d7
60
62
7
5
87
19
2
17
30
7
2
35
36
8
1
,87
9
32
4
1
16
1,3
69
-
5,3
23
1,4
85
6
,80
8
6M
od
on
pu
r to
Ari
ha
zar
roa
d4
,60
3
1,2
95
1
,08
8
1,0
68
8
97
1,1
45
4
63
78
4
6
,12
7
46
1
1
85
3,6
83
-
17
,93
1
3,8
68
2
1,7
99
12
34
56
78
91
01
11
21
3H
eav
yT
ruck
Me
diu
mT
ruck
Sm
all T
ruck
Lar
ge
Bus
Min
i bus
Mic
rob
usU
tility
Car
/Tax
iB
aby-
taxi
/T
em
po
Mo
tor
Cyc
leB
icyc
leC
ycle
Ric
ksha
wC
art
PC
U E
qui
vale
ncy
3.0
03
.00
3.0
03
.00
3.0
03
.00
1.0
01
.00
0.7
50
.75
0.5
02
.00
3.0
0
1D
em
ra6
,32
0
4,4
03
3
,73
6
3,0
07
2
,23
4
4,3
91
1
,48
8
1,8
32
1
,77
0
57
7
6
0
73
5
-
29
,75
9
79
4
3
0,5
53
2K
anch
pur
14
,92
1
10
,25
2
7,0
46
1
4,8
75
1
1,2
97
7,6
76
2
,69
0
3,2
37
4
,10
4
77
3
8
9
1,1
63
2
3
76
,87
2
1,2
75
7
8,1
47
3M
eg
hn
a,
Me
gh
na
-Gu
mti
10
,01
2
14
,83
1
5,3
92
1
2,4
13
5
,95
8
8,7
86
2
,74
0
2,9
37
1
,88
2
19
5
-
-
-
65
,14
7
-
6
5,1
47
4N
-2:S
ylh
et R
oa
d1
1,2
65
4
,46
1
3,7
29
7
,93
5
5,8
98
5
,11
2
1,9
38
1
,85
5
3,1
51
7
87
11
0
3
,39
6
-
4
6,1
31
3
,50
6
49
,63
7
5M
od
on
pu
r to
Ba
nd
ar
roa
d2
,28
0
1,8
81
1
,76
1
57
6
51
92
1
2
35
36
8
1
,40
9
24
3
5
8
2,7
38
-
9,8
06
2,7
96
1
2,6
02
6M
od
on
pu
r to
Ari
ha
zar
roa
d1
3,8
09
3
,88
5
3,2
64
3
,20
4
2,6
91
3
,43
5
46
3
7
84
4,5
95
3
46
93
7
,36
6
-
3
6,4
76
7
,45
9
43
,93
5
No
No
Gra
ndT
ota
l
To
tal
No
n-M
Gra
ndT
ota
l
Mo
tora
ize
d V
ehi
cle
sN
on-
Mo
toriz
ed
Ve
hicl
es
To
tal
Mo
tor
To
tal
No
n-M
Lo
catio
n
Mo
tora
ize
d V
ehi
cle
sN
on-
Mo
toriz
ed
Ve
hicl
es
Lo
catio
nT
ota
lM
oto
r
Tot
alH
eavy
vehi
cle
Hea
vyra
tioT
otal
Hea
vyve
hicl
eH
eavy
ratio
Tot
alH
eavy
vehi
cle
Hea
vyra
tioT
otal
Hea
vyve
hicl
eH
eavy
ratio
Tot
alH
eavy
vehi
cle
Hea
vyra
tioT
otal
Hea
vyve
hicl
eH
eavy
ratio
6:00
- 7
:00
235
9741
.3%
347
174
50.1
%23
110
846
.8%
7720
26.0
%86
4754
.7%
1161
620
53.4
%
7:00
-8:
0023
716
469
.2%
399
221
55.4
%16
799
59.3
%10
039
39.0
%13
754
39.4
%10
6254
351
.1%
8:00
- 9
:00
353
187
53.0
%48
022
546
.9%
288
142
49.3
%88
1820
.5%
150
6342
.0%
1071
572
53.4
%
9:00
-10
:00
355
195
54.9
%42
820
948
.8%
293
145
49.5
%10
120
19.8
%12
033
27.5
%93
348
652
.1%
10:0
0 -
11:0
039
718
747
.1%
485
248
51.1
%38
216
442
.9%
167
3319
.8%
146
4228
.8%
936
434
46.4
%
11:0
0 -
12:0
034
216
448
.0%
475
225
47.4
%35
216
847
.7%
219
2913
.2%
173
5934
.1%
818
362
44.3
%
12:0
0 -
13:0
037
917
044
.9%
506
270
53.4
%34
515
244
.1%
244
3313
.5%
193
6031
.1%
922
374
40.6
%
13:0
0 -
14:0
038
017
445
.8%
519
251
48.4
%37
716
744
.3%
223
3113
.9%
187
5529
.4%
795
350
44.0
%
14:0
0 -
15:0
034
015
846
.5%
471
248
52.7
%32
915
647
.4%
245
5823
.7%
151
4529
.8%
727
356
49.0
%
15:0
0 -
16:0
032
516
450
.5%
528
288
54.5
%32
816
750
.9%
275
6322
.9%
177
4626
.0%
666
310
46.5
%
16:0
0 -
17:0
031
017
656
.8%
646
313
48.5
%31
819
360
.7%
321
6119
.0%
203
6230
.5%
623
297
47.7
%
17:0
0 -
18:0
031
616
050
.6%
627
293
46.7
%32
415
848
.8%
256
4015
.6%
232
6025
.9%
775
396
51.1
%
18:0
0 -
19:0
033
916
147
.5%
688
324
47.1
%44
422
350
.2%
229
6026
.2%
297
9933
.3%
714
434
60.8
%
19:0
0 -
20:0
040
321
653
.6%
704
337
47.9
%41
122
053
.5%
253
2811
.1%
261
5521
.1%
605
333
55.0
%
20:0
0 -
21:0
028
517
561
.4%
491
268
54.6
%28
318
063
.6%
282
3111
.0%
185
5931
.9%
642
388
60.4
%
21:0
0 -
22:0
022
214
163
.5%
321
180
56.1
%27
317
263
.0%
211
2310
.9%
150
5536
.7%
440
266
60.5
%
Tot
al52
1826
8981
1540
7451
4526
1432
9158
728
4889
412
890
6521
DH
AK
A-C
HIT
TAG
ON
G N
ATI
ON
AL
HIG
HW
AY
NO
.1 B
RID
GE
CO
NST
RU
CTI
ON
AN
D R
EHA
BIL
ITA
TIO
N P
RO
JEC
TTu
rnin
g M
ovem
ent
Man
ual T
raff
ic C
ount
1-2
1-3
2-1
2-3
3-2
3-1
1. N
1 D
haka
2. N
2
3. N
1 C
hitta
gong
1 - 3
1 - 2
2 - 1
2 - 3
3 - 2 3 - 1
*Che
ck th
e di
rect
ion
Outbound Outbound Outbound average Outbound Outbound Outbound Outbound average
N-1 (0 KP) 0 KP
Kanchpure bridge(Dhaka side)
12KP32.72 14.40 17.14 21.42 14.69 15.32 18.46 32.73 20.30
Meghna BridgeToll Gate
26.5KP45.79 37.80 48.33 43.97 43.50 43.50 36.25 48.33 42.90
Meghna-Gumti BridgeToll Gate
41.0KP33.22 32.22 48.33 37.92 41.49 48.33 51.17 34.80 43.95
average speed 0kp to41kp
37.24 28.14 37.93 34.44 33.23 35.72 35.29 38.62 35.71average speed
katchpur toMeghnagumuti 39.51 35.01 48.33 40.95 42.50 45.92 43.71 41.57 43.42
Location KP Inboud Inboud Inboud average Inboud Inboud Inboud Inboud average
Meghna-Gumti BridgeToll Gate
0 KP
Meghna BridgeToll Gate
14.5KP20.23 43.50 36.25 33.33 45.79 39.59 41.43 41.43 42.06
Kanchpure bridge(Dhaka side)
29.0KP27.19 43.50 37.82 36.17 39.54 31.07 48.33 36.25 38.80
N-1 (0 KP) 41.0KP16.36 18.00 18.46 17.61 15.32 15.32 18.46 16.74 16.46
average speed 0kp to41kp
21.26 35.00 30.84 29.03 33.55 28.66 36.07 31.47 32.44average speed
Meghnagumuti tokanchpur 23.71 43.50 37.04 34.75 42.67 35.33 44.88 38.84 40.43
Total average speed0kp to 41kp
29.25 31.57 34.39 31.74 33.39 32.19 35.68 35.05 34.08Total average speed
Meghnagumuti tokanchpur 31.61 39.26 42.68 37.85 42.58 40.62 44.30 40.20 41.93
Road and Highway Department Japan International Cooperation Agency ation Agency
2012/6/3Location KP
DHAKA-CHITTAGONG NATIONAL HIGHWAY NO.1 BRIDGE CONSTRUCTION AND REHABILITATION PROJECT
TRAFFIC SPEED SURVEY
2012/3/3
AB
CC
DE
FG
HH
'I
I'J
KK
'L
M
No
Lo
catio
n(O
D-1
-7
)
Dir
ect
ion
1:in
bo
un
d2
:ou
tbo
un
d
Inte
rvie
wtim
e
Ad
dre
ss o
fre
sid
en
ce(Z
on
e N
o.1
- 2
8)
Ve
hic
lety
pe
( 1
- 1
3 )
Occ
up
atio
n(
1 -
6 )
Occ
up
atio
n(i
f its
6,
wri
td
ow
n)
Nu
mb
er
of
pa
sse
ng
er
Ori
gin
of
trip
(Zo
ne
No
.1 -
28
)D
istin
atio
n o
f tr
ip(Z
on
e N
o.1
- 2
8)
Tra
vel t
ime
pu
rpo
se(
1 -
6 )
pu
rpo
se(i
f its
6,
wri
t d
ow
n)
fre
qu
en
cy(
1 -
7 )
fre
qu
en
cy(i
f its
7,
wri
td
ow
n)
Lo
ad
ing
volu
me
Co
mm
od
ity
type
( 1
- 1
1 )
Co
mm
odity
typ
e(i
f its
11
, w
rit
do
wn
)
Me
jor
bo
ttle
ne
ckp
oin
t a
lon
g t
he
na
tion
al
No.
1
Wh
at
oth
er
roa
ds
11
18
.05
36
18
31
7.5
06
22
11
8.2
02
51
45
91
7.5
56
13
11
8.2
54
41
25
41
8.0
06
14
11
8.3
01
84
13
81
81
7.2
06
15
11
8.3
51
99
11
19
17
.20
61
61
18
.40
28
11
52
18
.00
61
71
18
.45
47
11
12
18
.05
51
1.5
11
81
18
.55
44
18
41
8.1
06
19
11
9.0
02
11
22
18
.40
11
10
11
9.1
03
10
12
31
8.5
01
11
11
19
.15
24
71
11
81
7.5
06
21
21
19
.20
25
11
22
51
8.4
06
21
5.5
11
13
11
9.2
52
54
22
42
51
7.4
56
11
41
19
.35
26
15
21
8.1
01
11
51
19
.40
19
71
23
18
.20
61
3.5
71
61
19
.45
49
14
41
8.0
26
11
71
19
.50
28
64
31
7.5
56
31
81
11
0.0
01
25
15
01
81
6.2
06
11
91
11
0.0
54
96
42
19
.50
61
20
11
10
.15
24
16
32
41
6.1
06
61
42
21
11
10
.20
46
62
41
9.2
05
42
21
11
1.0
02
76
32
11
0.4
04
12
31
11
1.1
52
10
12
21
10
.20
14
24
11
12
.00
39
66
31
11
.50
41
25
11
12
.10
34
15
23
11
0.0
06
12
61
11
2.1
51
24
24
01
21
10
.20
61
27
11
12
.18
45
64
24
19
.30
66
28
11
12
.22
12
51
35
12
11
0.0
06
12
91
11
2.2
57
42
42
16
19
.50
61
30
11
12
.30
44
24
04
19
.30
61
31
11
12
.35
45
63
81
21
10
.30
61
32
11
12
.40
18
46
43
18
13
.05
61
33
11
12
.45
18
21
21
81
2.3
06
29
.51
03
41
11
2.5
01
23
12
12
11
1.2
01
31
.52
35
11
12
.55
59
65
51
12
.30
61
36
11
1.0
04
16
34
19
.50
62
15
.51
13
71
11
.10
12
31
31
21
11
.50
13
1.5
23
81
11
.15
54
64
91
61
10
.30
63
39
11
1.2
01
65
63
91
21
11
.30
61
40
11
1.2
51
81
65
18
12
.20
64
20
10
41
11
1.3
01
65
63
21
61
10
.50
61
42
11
1.3
55
66
55
11
2.1
55
24
31
11
.37
16
36
21
61
10
.30
63
1.7
34
41
11
.40
19
36
41
61
9.3
06
31
24
51
11
.45
44
65
34
19
.30
61
46
11
1.5
21
81
64
18
11
2.1
06
32
11
04
71
11
.56
16
86
31
61
10
.50
13
48
11
2.0
01
62
62
16
19
.20
11
15
.52
49
11
2.0
51
63
62
16
18
.10
63
13
.52
50
11
2.1
01
22
65
12
11
0.5
06
51
3.5
25
11
12
.15
16
56
42
16
11
0.3
06
15
21
12
.20
16
36
31
61
11
.20
62
53
11
2.2
51
67
65
16
11
.45
63
54
11
2.3
01
84
65
31
81
3.1
56
1
AB
CC
DE
FG
HH
'I
I'J
KK
'L
M
No
Lo
catio
n(O
D-1
-7
)
Dir
ect
ion
1:in
bo
un
d2
:ou
tbo
un
d
Inte
rvie
wtim
e
Ad
dre
ss o
fre
sid
en
ce(Z
on
e N
o.1
- 2
8)
Ve
hic
lety
pe
( 1
- 1
3 )
Occ
up
atio
n(
1 -
6 )
Occ
up
atio
n(i
f its
6,
wri
td
ow
n)
Nu
mb
er
of
pa
sse
ng
er
Ori
gin
of
trip
(Zo
ne
No
.1 -
28
)D
istin
atio
n o
f tr
ip(Z
on
e N
o.1
- 2
8)
Tra
vel t
ime
pu
rpo
se(
1 -
6 )
pu
rpo
se(i
f its
6,
wri
t d
ow
n)
fre
qu
en
cy(
1 -
7 )
fre
qu
en
cy(i
f its
7,
wri
td
ow
n)
Lo
ad
ing
volu
me
Co
mm
od
ity
type
( 1
- 1
1 )
Co
mm
odity
typ
e(i
f its
11
, w
rit
do
wn
)
Me
jor
bo
ttle
ne
ckp
oin
t a
lon
g t
he
na
tion
al
No.
1
Wh
at
oth
er
roa
ds
55
11
2.3
52
96
42
11
.45
14
56
11
2.4
22
51
62
25
18
.30
67
22
10
57
11
2.5
01
66
66
16
11
1.2
06
75
81
12
.55
16
36
21
61
12
.00
63
59
11
3.0
01
25
13
51
21
12
.05
61
60
11
3.0
51
62
62
16
14
.30
65
10
36
11
13
.10
51
03
15
12
.30
63
62
11
3.1
51
63
63
16
11
2.2
06
25
.21
16
31
13
.22
18
56
41
18
11
2.5
06
16
41
13
.30
18
26
31
81
6.3
06
51
5.5
11
65
11
3.3
52
56
44
21
12
.15
61
66
11
3.4
01
81
63
18
16
.40
62
67
11
3.4
51
88
64
18
16
.30
67
68
11
3.5
51
82
62
18
17
.50
64
69
11
4.1
01
89
65
18
13
.10
61
70
11
4.2
01
84
64
81
81
3.3
06
17
11
14
.30
59
62
51
3.1
54
37
21
14
.40
23
62
21
3.2
06
27
31
14
.50
16
74
41
61
1.3
04
67
41
15
.05
28
11
21
7.5
06
17
51
15
.15
11
14
41
6.5
51
2
AB
CC
DE
FG
HH
'I
I'J
KK
'L
M
No
Loca
tion
(OD
-1 -
7)
Dire
ctio
n1:
inbo
und
2:ou
tbou
ndIn
terv
iew
tim
e
Add
ress
of
resi
denc
e(Z
one
No.
1-
28)
Veh
icle
type
( 1
- 13
)
Occ
upat
ion
( 1
- 6
)
Occ
upat
ion
(if it
s 6,
writ
dow
n)
Num
ber
ofpa
ssen
ger
Orig
in o
f tr
ip(Z
one
No.
1 -
28)
Dis
tinat
ion
of t
rip(Z
one
No.
1 -
28)
Tra
vel t
ime
purp
ose
( 1
- 6
)
purp
ose
(if it
s 6,
writ
dow
n)
freq
uenc
y(
1 -
7 )
freq
uenc
y(if
its
7, w
ritdo
wn)
Loa
ding
volu
me
Com
mod
ity
type
( 1
- 11
)
Com
mod
ityty
pe(if
its
11,
writ
dow
n)
Mej
orbo
ttle
neck
poin
t al
ong
the
nat
iona
lN
o.1
Wha
tot
her
road
s
12
28.
051
41
521
187.
405
12
22
8.16
18
14
118
7.00
12
32
28.
231
62
41
16.
006
54
22
8.32
14
481
137.
301
15
22
8.43
14
150
112
8.00
51
62
28.
5418
71
71
187.
004
57
22
9.05
11
13
118
8.00
53
208
82
29.
161
81
41
128.
305
39
22
9.26
16
17
118
8.30
66
102
29.
491
21
31
98.
005
12
211
22
10.0
012
31
31
129.
001
53
212
22
10.1
21
41
481
168.
455
113
22
10.3
21
11
31
1810
.00
13
4510
142
210
.34
13
14
118
10.0
01
53
715
22
10.4
21
61
81
1310
.00
46
162
210
.54
14
146
118
10.1
55
117
22
11.0
01
91
31
1210
.40
53
182
211
.06
125
127
112
10.4
05
119
22
11.1
21
41
441
1810
.45
51
202
211
.19
16
17
112
10.5
01
521
22
11.2
51
41
411
1811
.00
51
222
211
.32
12
13
112
10.3
01
22
1023
22
11.4
01
81
31
1211
.10
53
242
211
.47
19
15
112
11.0
01
125
22
11.5
51
106
21
1211
.15
52
262
212
.02
14
142
118
11.3
01
127
22
12.2
11
41
491
1211
.30
11
282
212
.30
15
130
19
11.3
05
129
22
12.4
01
61
121
1812
.00
15
302
212
.49
124
148
112
12.2
05
131
22
12.5
71
41
451
1812
.10
51
322
21.
051
103
21
1212
.15
12
332
21.
1312
91
41
1212
.30
53
342
21.
201
31
21
1212
.25
12
310
352
21.
321
71
51
1812
.00
13
362
21.
441
41
401
181.
005
137
22
1.54
14
146
118
1.20
51
382
22.
031
11
41
91.
205
336
639
22
2.13
14
130
118
1.30
51
402
22.
249
21
71
91.
001
25
1041
22
2.33
13
12
112
1.30
53
22
422
22.
4218
11
31
181.
355
130
643
22
2.53
125
130
112
2.00
51
442
22.
591
11
41
182.
101
245
1045
22
3.07
16
16
118
2.00
15
462
23.
159
21
31
92.
301
23
247
22
3.48
13
12
112
2.00
53
22
482
24.
001
41
421
182.
305
149
22
4.12
181
12
118
3.00
13
2011
502
24.
249
61
61
93.
104
651
22
4.33
12
15
112
3.30
54
1010
522
24.
451
11
31
183.
001
335
653
22
4.54
14
143
118
4.15
51
542
25.
021
31
31
124.
001
33
955
22
5.09
15
130
112
4.30
51
AB
CC
DE
FG
HH
'I
I'J
KK
'L
M
No
Loca
tion
(OD
-1 -
7)
Dire
ctio
n1:
inbo
und
2:ou
tbou
ndIn
terv
iew
tim
e
Add
ress
of
resi
denc
e(Z
one
No.
1-
28)
Veh
icle
type
( 1
- 13
)
Occ
upat
ion
( 1
- 6
)
Occ
upat
ion
(if it
s 6,
writ
dow
n)
Num
ber
ofpa
ssen
ger
Orig
in o
f tr
ip(Z
one
No.
1 -
28)
Dis
tinat
ion
of t
rip(Z
one
No.
1 -
28)
Tra
vel t
ime
purp
ose
( 1
- 6
)
purp
ose
(if it
s 6,
writ
dow
n)
freq
uenc
y(
1 -
7 )
freq
uenc
y(if
its
7, w
ritdo
wn)
Loa
ding
volu
me
Com
mod
ity
type
( 1
- 11
)
Com
mod
ityty
pe(if
its
11,
writ
dow
n)
Mej
orbo
ttle
neck
poin
t al
ong
the
nat
iona
lN
o.1
Wha
tot
her
road
s
562
25.
191
41
461
184.
205
157
22
5.30
16
110
118
4.30
16
582
25.
4312
51
321
124.
001
359
22
5.49
17
16
112
4.20
53
602
25.
4012
61
71
124.
451
261
22
6.02
124
130
112
5.00
12
622
26.
131
71
71
185.
155
563
22
6.18
14
149
118
5.00
51
642
26.
241
21
31
125.
201
33
265
22
6.32
16
17
118
5.15
13
662
26.
4018
71
101
185.
001
367
22
6.50
16
17
118
5.20
15
AB
CC
DE
FG
HH
'I
I'J
KK
'L
M
No
Loca
tion
(OD
-1 -
7)
Dire
ctio
n1:
inbo
und
2:ou
tbou
ndIn
terv
iew
tim
e
Add
ress
of
resi
denc
e(Z
one
No.
1-
28)
Veh
icle
type
( 1
- 13
)
Occ
upat
ion
( 1
- 6
)
Occ
upat
ion
(if it
s 6,
writ
dow
n)
Num
ber
ofpa
ssen
ger
Orig
in o
f tr
ip(Z
one
No.
1 -
28)
Dis
tinat
ion
of t
rip(Z
one
No.
1 -
28)
Tra
vel t
ime
purp
ose
( 1
- 6
)
purp
ose
(if it
s 6,
writ
dow
n)
freq
uenc
y(
1 -
7 )
freq
uenc
y(if
its
7, w
ritdo
wn)
Loa
ding
volu
me
Com
mod
ity
type
( 1
- 11
)
Com
mod
ityty
pe(if
its
11,
writ
dow
n)
Mej
orbo
ttle
neck
poin
t al
ong
the
nat
iona
lN
o.1
Wha
tot
her
road
s
13
28.
001
51
321
167.
005
12
31
8.00
15
132
112
7.10
51
33
18.
051
46
461
187.
005
14
32
8.05
18
12
112
6.00
12
53
18.
061
61
512
17.
001
36
32
8.10
123
12
112
7.20
12
32
73
18.
151
26
320
17.
101
35
108
32
8.15
111
14
1112
7.30
51
402
93
18.
201
46
4012
17.
301
110
32
8.25
17
12
112
6.00
52
113
18.
301
86
218
116.
301
112
31
8.37
15
128
121
7.00
11
133
28.
401
91
51
27.
006
114
32
8.42
13
13
12
7.30
12
310
153
18.
451
106
112
17.
001
116
31
8.50
17
65
21
6.40
11
173
28.
501
26
21
36.
301
33
618
31
9.00
15
15
121
7.00
13
193
29.
051
11
31
97.
301
220
220
31
9.08
18
12
41
6.30
11
213
29.
101
81
51
47.
001
622
31
9.15
11
62
21
7.20
55
458
233
19.
204
66
64
16.
001
524
32
9.20
12
63
112
7.20
13
1010
253
29.
2512
81
212
17.
001
126
32
9.27
16
18
12
7.30
12
273
19.
301
71
812
16.
301
228
31
9.35
13
14
181
7.20
13
56
293
19.
404
76
44
18.
201
230
32
9.40
110
62
112
8.00
16
313
19.
452
76
22
17.
301
132
32
9.50
19
64
12
8.20
63
333
19.
501
41
6018
17.
301
534
31
9.55
37
12
31
8.00
53
353
210
.00
128
16
112
7.30
63
363
110
.00
181
13
181
6.00
15
2010
373
210
.10
16
18
12
9.00
12
383
110
.12
15
126
121
7.00
13
393
110
.15
112
12
1811
5.00
13
510
403
110
.20
184
140
181
6.00
11
413
210
.25
12
53
112
8.00
15
32
423
210
.30
11
13
19
7.30
55
452
433
110
.40
15
137
121
9.10
11
443
210
.45
14
148
118
8.30
13
453
110
.45
11
14
181
6.00
15
405
463
210
.50
12
12
13
8.30
13
1010
473
211
.00
110
31
12
9.10
67
483
211
.05
18
12
12
10.0
01
349
31
11.0
521
11
221
19.
001
322
1050
32
11.1
01
106
21
129.
301
351
31
11.1
01
21
29
19.
301
26
252
31
11.1
52
51
452
110
.00
12
533
211
.15
14
128
112
10.0
01
354
32
11.2
51
71
31
210
.10
13
553
111
.20
110
32
21
10.3
02
1
AB
CC
DE
FG
HH
'I
I'J
KK
'L
M
No
Loca
tion
(OD
-1 -
7)
Dire
ctio
n1:
inbo
und
2:ou
tbou
ndIn
terv
iew
tim
e
Add
ress
of
resi
denc
e(Z
one
No.
1-
28)
Veh
icle
type
( 1
- 13
)
Occ
upat
ion
( 1
- 6
)
Occ
upat
ion
(if it
s 6,
writ
dow
n)
Num
ber
ofpa
ssen
ger
Orig
in o
f tr
ip(Z
one
No.
1 -
28)
Dis
tinat
ion
of t
rip(Z
one
No.
1 -
28)
Tra
vel t
ime
purp
ose
( 1
- 6
)
purp
ose
(if it
s 6,
writ
dow
n)
freq
uenc
y(
1 -
7 )
freq
uenc
y(if
its
7, w
ritdo
wn)
Loa
ding
volu
me
Com
mod
ity
type
( 1
- 11
)
Com
mod
ityty
pe(if
its
11,
writ
dow
n)
Mej
orbo
ttle
neck
poin
t al
ong
the
nat
iona
lN
o.1
Wha
tot
her
road
s
563
111
.25
15
145
21
10.3
01
157
32
11.3
01
26
41
410
.30
13
1010
583
111
.35
128
15
121
10.0
01
159
32
11.4
04
21
31
410
.00
12
156
603
111
.40
27
13
21
10.3
01
261
31
11.4
51
106
22
110
.30
63
623
111
.50
112
13
211
10.2
01
212
263
32
11.5
01
41
481
1810
.30
11
643
211
.55
15
130
112
10.3
01
165
31
11.5
51
81
59
110
.30
13
663
112
.00
23
12
21
10.3
01
35
667
32
12.0
01
61
51
210
.20
13
683
212
.10
19
64
12
10.0
01
569
31
12.0
51
41
5018
19.
301
170
31
12.1
01
51
302
111
.00
11
713
112
.15
15
132
211
10.0
01
172
32
12.2
01
31
21
1211
.10
13
33
733
112
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184
160
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9.00
11
743
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13
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10.0
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32
12.3
01
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31
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52
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138
118
11.3
01
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31
12.3
51
61
52
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11
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12
12
21
10.3
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32
12.4
01
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11
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15
130
121
10.3
01
181
32
12.5
01
51
321
1210
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11
823
112
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184
152
181
10.0
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001
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62
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002
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201
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051
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12
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2.10
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12.3
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13
12.
152
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11.
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310
23
22.
201
41
401
1812
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2.25
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12.3
01
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12.
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112
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001
2
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CC
DE
FG
HH
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I'J
KK
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Loca
tion
(OD
-1 -
7)
Dire
ctio
n1:
inbo
und
2:ou
tbou
ndIn
terv
iew
tim
e
Add
ress
of
resi
denc
e(Z
one
No.
1-
28)
Veh
icle
type
( 1
- 13
)
Occ
upat
ion
( 1
- 6
)
Occ
upat
ion
(if it
s 6,
writ
dow
n)
Num
ber
ofpa
ssen
ger
Orig
in o
f tr
ip(Z
one
No.
1 -
28)
Dis
tinat
ion
of t
rip(Z
one
No.
1 -
28)
Tra
vel t
ime
purp
ose
( 1
- 6
)
purp
ose
(if it
s 6,
writ
dow
n)
freq
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freq
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y(if
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7, w
ritdo
wn)
Loa
ding
volu
me
Com
mod
ity
type
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)
Com
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n)
Mej
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neck
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ong
the
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Wha
tot
her
road
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12
13
21
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31
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12
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31
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12
91
1.30
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31
3.15
18
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13
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32
3.25
16
15
112
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23
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001
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54
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25.
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301
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15.
352
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03
15.
452
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22
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13
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23
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501
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21
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101
53
615
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301
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43
15.
5512
51
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25.
551
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41
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001
315
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16.
001
11
212
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301
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615
73
26.
102
51
321
24.
001
115
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16.
101
106
12
13.
401
615
93
16.
2012
71
312
13.
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03
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21
24.
201
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13
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21
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23
26.
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31
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33
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41
421
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101
1
AB
CC
DE
FG
HH
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I'J
KK
'L
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No
Loca
tion
(OD
-1 -
7)
Dire
ctio
n1:
inbo
und
2:ou
tbou
ndIn
terv
iew
tim
e
Add
ress
of
resi
denc
e(Z
one
No.
1-
28)
Veh
icle
type
( 1
- 13
)
Occ
upat
ion
( 1
- 6
)
Occ
upat
ion
(if it
s 6,
writ
dow
n)
Num
ber
ofpa
ssen
ger
Orig
in o
f tr
ip(Z
one
No.
1 -
28)
Dis
tinat
ion
of t
rip(Z
one
No.
1 -
28)
Tra
vel t
ime
purp
ose
( 1
- 6
)
purp
ose
(if it
s 6,
writ
dow
n)
freq
uenc
y(
1 -
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freq
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y(if
its
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wn)
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ding
volu
me
Com
mod
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type
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)
Com
mod
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pe(if
its
11,
writ
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n)
Mej
orbo
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neck
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Wha
tot
her
road
s
14
28.
2012
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21
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001
32
42
8.25
21
13
112
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13
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34
18.
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22
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41
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24
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121
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28.
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16
41
8.35
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61
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7.30
13
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39
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301
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41
8.40
183
13
181
12.0
01
35
29
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15
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112
7.30
11
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28.
571
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51
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111
41
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26
17
129
7.30
11
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42
16.
001
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41
9.12
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12
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512
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41
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11
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8.00
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164
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42
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15
12
7.30
13
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42
9.50
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12
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11
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532
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001
35
1023
42
9.55
26
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218
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581
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42
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22
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42
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79
21
22
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301
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10.1
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72
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301
130
42
10.1
91
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27.
301
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42
10.2
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61
41
28.
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42
10.2
82
41
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305
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41
10.3
31
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212
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41
10.3
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11
39
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001
135
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41
10.4
02
11
22
17.
301
53
1136
42
10.4
21
71
811
127.
005
337
41
10.5
02
51
302
18.
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138
42
10.5
81
61
81
28.
301
339
41
10.5
81
81
31
28.
001
340
42
11.0
01
61
21
29.
001
541
41
11.0
02
11
22
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301
210
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41
11.0
51
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19.
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643
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11.0
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301
544
41
11.1
012
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412
18.
001
345
42
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22
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22
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13
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464
211
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17
14
118
7.00
15
474
111
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13
121
10.0
01
548
41
11.2
02
51
192
19.
301
149
41
11.2
51
11
32
110
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13
3610
504
111
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24
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121
9.00
11
514
111
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21
13
21
9.30
12
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524
111
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126
18
121
7.00
15
534
111
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12
12
21
10.0
01
33
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41
11.4
02
11
22
110
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13
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554
211
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15
135
112
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01
1
AB
CC
DE
FG
HH
'I
I'J
KK
'L
M
No
Loca
tion
(OD
-1 -
7)
Dire
ctio
n1:
inbo
und
2:ou
tbou
ndIn
terv
iew
tim
e
Add
ress
of
resi
denc
e(Z
one
No.
1-
28)
Veh
icle
type
( 1
- 13
)
Occ
upat
ion
( 1
- 6
)
Occ
upat
ion
(if it
s 6,
writ
dow
n)
Num
ber
ofpa
ssen
ger
Orig
in o
f tr
ip(Z
one
No.
1 -
28)
Dis
tinat
ion
of t
rip(Z
one
No.
1 -
28)
Tra
vel t
ime
purp
ose
( 1
- 6
)
purp
ose
(if it
s 6,
writ
dow
n)
freq
uenc
y(
1 -
7 )
freq
uenc
y(if
its
7, w
ritdo
wn)
Loa
ding
volu
me
Com
mod
ity
type
( 1
- 11
)
Com
mod
ityty
pe(if
its
11,
writ
dow
n)
Mej
orbo
ttle
neck
poin
t al
ong
the
nat
iona
lN
o.1
Wha
tot
her
road
s
564
211
.48
126
13
129
9.30
11
574
211
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23
12
212
10.3
01
13
1058
41
11.5
72
21
22
110
.00
13
52
594
211
.58
210
61
112
10.3
01
560
41
12.0
012
11
312
110
.00
12
109
614
212
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112
10.3
01
362
42
12.0
79
31
312
99.
001
32
363
42
12.1
51
61
31
210
.00
67
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112
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126
15
121
11.0
01
265
42
12.2
21
81
21
1210
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13
664
212
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22
12
129
10.3
01
15
367
41
12.2
52
11
22
1111
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12
369
684
212
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15
129
12
11.1
51
169
41
12.3
52
103
12
110
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13
704
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17
15
12
10.0
01
671
41
12.4
02
11
22
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13
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724
112
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127
121
11.0
01
373
41
12.4
511
11
22
1110
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13
402
744
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94
150
189
8.00
11
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11.
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51
279
129.
301
176
42
1.05
21
13
212
12.3
01
536
1077
41
1.10
188
15
181
7.00
13
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21.
131
41
451
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11
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21.
152
11
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252
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32
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11
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11.
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824
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301
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183
41
1.35
21
13
21
11.3
01
336
1084
42
1.40
15
130
112
11.0
01
185
41
1.45
93
12
918
10.3
01
32
886
42
1.45
128
13
121
11.2
01
587
41
1.58
122
12
121
12.0
01
33
488
41
1.49
210
61
21
10.4
51
589
41
2.05
26
14
21
11.1
51
590
42
2.15
21
13
29
12.2
01
510
891
42
2.20
26
15
212
12.0
01
392
41
2.25
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16
121
11.3
01
393
41
2.30
25
129
21
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22.
371
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31
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12.
409
21
29
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13
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22.
431
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22
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22.
502
31
22
181.
001
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41
2.55
14
133
121
11.3
01
199
42
2.55
18
12
112
12.3
01
510
04
12.
592
11
32
112
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12
456
101
42
3.10
27
63
212
12.2
01
310
24
23.
201
106
11
121.
001
610
34
13.
2112
81
612
11.
301
510
44
23.
322
21
22
92.
001
53
210
54
23.
401
51
451
121.
301
110
64
13.
411
81
412
112
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13
107
41
3.53
27
13
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12.3
01
310
84
24.
001
61
41
122.
001
510
94
14.
152
41
502
243.
301
111
04
14.
2012
21
212
12.
301
24
2
AB
CC
DE
FG
HH
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I'J
KK
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M
No
Loca
tion
(OD
-1 -
7)
Dire
ctio
n1:
inbo
und
2:ou
tbou
ndIn
terv
iew
tim
e
Add
ress
of
resi
denc
e(Z
one
No.
1-
28)
Veh
icle
type
( 1
- 13
)
Occ
upat
ion
( 1
- 6
)
Occ
upat
ion
(if it
s 6,
writ
dow
n)
Num
ber
ofpa
ssen
ger
Orig
in o
f tr
ip(Z
one
No.
1 -
28)
Dis
tinat
ion
of t
rip(Z
one
No.
1 -
28)
Tra
vel t
ime
purp
ose
( 1
- 6
)
purp
ose
(if it
s 6,
writ
dow
n)
freq
uenc
y(
1 -
7 )
freq
uenc
y(if
its
7, w
ritdo
wn)
Loa
ding
volu
me
Com
mod
ity
type
( 1
- 11
)
Com
mod
ityty
pe(if
its
11,
writ
dow
n)
Mej
orbo
ttle
neck
poin
t al
ong
the
nat
iona
lN
o.1
Wha
tot
her
road
s
111
41
4.30
21
12
211
3.30
13
3510
112
42
4.32
12
13
112
2.40
12
102
113
41
4.48
28
15
21
3.00
13
114
42
4.50
15
135
112
3.00
11
115
42
5.00
16
111
12
3.30
17
116
42
5.15
17
14
112
3.45
13
117
42
5.30
14
150
118
3.30
11
118
41
5.19
128
14
121
4.00
12
119
41
5.31
91
13
129
3.50
13
352
120
42
5.55
121
12
121
4.00
15
426
121
41
5.57
24
135
21
5.00
12
122
41
6.00
185
18
181
3.00
13
123
41
6.10
110
61
21
4.00
17
124
41
6.17
123
13
121
5.00
15
36
125
42
6.20
29
64
212
5.00
13
126
42
6.30
14
140
112
4.30
11
127
41
6.31
92
13
912
4.00
13
39
AB
CC
DE
FG
HH
'I
I'J
KK
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M
No
Loca
tion
(OD
-1 -
7)
Dire
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n1:
inbo
und
2:ou
tbou
ndIn
terv
iew
tim
e
Add
ress
of
resi
denc
e(Z
one
No.
1-
28)
Veh
icle
type
( 1
- 13
)
Occ
upat
ion
( 1
- 6
)
Occ
upat
ion
(if it
s 6,
writ
dow
n)
Num
ber
ofpa
ssen
ger
Orig
in o
f tr
ip(Z
one
No.
1 -
28)
Dis
tinat
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of t
rip(Z
one
No.
1 -
28)
Tra
vel t
ime
purp
ose
( 1
- 6
)
purp
ose
(if it
s 6,
writ
dow
n)
freq
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7, w
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wn)
Loa
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Com
mod
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type
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Com
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Mej
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neck
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Wha
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road
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52
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15
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11
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18.
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28.
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51
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9.10
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11
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12
918
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51
10.3
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222
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14
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63
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10.0
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52
11.4
02
11
22
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18.
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52
12.0
52
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22
1210
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96
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5.00
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14
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21
10.0
01
131
52
12.3
01
81
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211
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12
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112
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27
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21
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52
12.4
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21
29.
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12.5
52
11
212
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11.
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32
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21.
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11
218
28.
001
430
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51
1.25
28
63
21
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1.35
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12
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10.0
21
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741
52
1.45
41
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42
11.0
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51
1.50
27
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21
9.38
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51
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51
455
22.
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11
218
25.
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57
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51
2.10
16
16
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11.4
54
747
52
2.10
25
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12
10.3
05
148
52
2.15
16
110
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9.00
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22.
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41
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505
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16
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301
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22.
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52
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55
6
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CC
DE
FG
HH
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I'J
KK
'L
M
No
Loca
tion
(OD
-1 -
7)
Dire
ctio
n1:
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2:ou
tbou
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terv
iew
tim
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Add
ress
of
resi
denc
e(Z
one
No.
1-
28)
Veh
icle
type
( 1
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)
Occ
upat
ion
( 1
- 6
)
Occ
upat
ion
(if it
s 6,
writ
dow
n)
Num
ber
ofpa
ssen
ger
Orig
in o
f tr
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one
No.
1 -
28)
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tinat
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of t
rip(Z
one
No.
1 -
28)
Tra
vel t
ime
purp
ose
( 1
- 6
)
purp
ose
(if it
s 6,
writ
dow
n)
freq
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y(
1 -
7 )
freq
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y(if
its
7, w
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wn)
Loa
ding
volu
me
Com
mod
ity
type
( 1
- 11
)
Com
mod
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its
11,
writ
dow
n)
Mej
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neck
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Wha
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road
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12.
509
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52
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12
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23
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212
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52
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301
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52
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12
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22
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251
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204
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3.30
15
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51
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22
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122
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971
51
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52
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13
12
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12
32
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13.
201
120
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52
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22.
255
579
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4.25
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218
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11
510
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4.35
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21
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24.
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12.
301
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51
5.00
15
120
21
3.30
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51
391
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001
188
51
5.10
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66
21
3.20
67
895
25.
101
21
211
23.
001
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990
51
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21
53
12
4.00
13
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25.
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61
77
212
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17
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15.
301
16
32
13.
151
510
293
52
5.37
23
13
21
4.20
13
32
945
15.
4012
86
42
124.
301
395
52
5.40
18
15
12
2.30
12
965
25.
461
11
22
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001
135
1097
51
5.50
12
12
21
5.30
55
39
985
25.
582
21
32
124.
001
22
299
51
6.00
17
63
21
5.10
61
100
52
6.05
21
12
12
5.00
12
2010
101
52
6.10
11
22
12
5.30
11
102
102
51
6.15
26
16
122
4.10
55
103
51
6.20
18
14
21
4.30
62
104
52
6.30
11
63
21
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65
610
105
52
6.40
183
12
182
10.0
01
35
10
AB
CC
DE
FG
HH
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I'J
KK
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No
Loca
tion
(OD
-1 -
7)
Dire
ctio
n1:
inbo
und
2:ou
tbou
ndIn
terv
iew
tim
e
Add
ress
of
resi
denc
e(Z
one
No.
1-
28)
Veh
icle
type
( 1
- 13
)
Occ
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ion
( 1
- 6
)
Occ
upat
ion
(if it
s 6,
writ
dow
n)
Num
ber
ofpa
ssen
ger
Orig
in o
f tr
ip(Z
one
No.
1 -
28)
Dis
tinat
ion
of t
rip(Z
one
No.
1 -
28)
Tra
vel t
ime
purp
ose
( 1
- 6
)
purp
ose
(if it
s 6,
writ
dow
n)
freq
uenc
y(
1 -
7 )
freq
uenc
y(if
its
7, w
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wn)
Loa
ding
volu
me
Com
mod
ity
type
( 1
- 11
)
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mod
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its
11,
writ
dow
n)
Mej
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neck
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Wha
tot
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road
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26.
301
21
21
55.
005
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62
6.36
242
12
249
9.00
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52
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26.
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52
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26.
451
21
21
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62
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12
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11.1
05
120
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62
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14
145
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27.
021
21
21
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28
62
7.06
112
11
119
4.00
53
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27.
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41
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62
7.15
11
12
17
7.30
52
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21
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005
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62
7.26
12
12
19
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51
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311
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31
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7.35
12
12
19
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51
511
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27.
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41
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121
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7.46
14
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14
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41
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31
48.
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123
62
7.55
12
52
17
8.45
52
246
28.
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101
69.
004
325
62
8.05
44
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14
9.20
41
266
28.
084
15
29
410
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52
57
276
28.
164
75
41
48.
304
128
62
8.20
41
53
94
10.1
55
28
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62
8.26
91
62
19
10.2
05
210
830
62
8.32
74
55
17
10.0
01
131
62
8.36
12
52
14
11.2
05
15
1032
62
8.40
15
525
14
10.4
55
133
62
8.45
14
543
16
10.5
01
134
62
8.52
12
52
14
10.5
01
21
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28.
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11
21
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52
106
366
29.
021
61
51
811
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101
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21
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42
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29.
161
35
21
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52
28
396
29.
221
15
21
512
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52
140
62
9.28
17
12
14
11.4
06
141
62
9.36
14
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19
12.1
05
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62
9.52
11
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14
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11
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62
10.0
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11
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201
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62
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21
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405
25
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62
10.1
01
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251
41.
451
146
62
10.1
61
31
22
41.
201
13
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62
10.2
04
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21
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301
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62
10.2
61
41
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41.
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10.3
11
21
21
92.
505
28
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62
10.3
61
113
11
43.
204
251
62
10.4
01
11
21
93.
005
29
952
62
10.5
01
41
401
93.
155
153
62
11.0
21
22
21
93.
401
19
1154
62
11.0
51
81
21
44.
004
555
62
11.1
61
31
21
45.
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24
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62
11.2
11
41
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11.3
01
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21
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255
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62
11.3
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51
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11.4
11
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21
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151
1
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CC
DE
FG
HH
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I'J
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(OD
-1 -
7)
Dire
ctio
n1:
inbo
und
2:ou
tbou
ndIn
terv
iew
tim
e
Add
ress
of
resi
denc
e(Z
one
No.
1-
28)
Veh
icle
type
( 1
- 13
)
Occ
upat
ion
( 1
- 6
)
Occ
upat
ion
(if it
s 6,
writ
dow
n)
Num
ber
ofpa
ssen
ger
Orig
in o
f tr
ip(Z
one
No.
1 -
28)
Dis
tinat
ion
of t
rip(Z
one
No.
1 -
28)
Tra
vel t
ime
purp
ose
( 1
- 6
)
purp
ose
(if it
s 6,
writ
dow
n)
freq
uenc
y(
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7 )
freq
uenc
y(if
its
7, w
ritdo
wn)
Loa
ding
volu
me
Com
mod
ity
type
( 1
- 11
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its
11,
writ
dow
n)
Mej
orbo
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neck
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ong
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o.1
Wha
tot
her
road
s
616
211
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12
12
18
5.20
12
47
626
212
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110
31
17
5.40
46
636
212
.05
15
130
14
7.00
51
646
212
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14
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14
7.10
51
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212
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12
12
14
5.02
52
152
666
212
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14
140
17
7.00
52
676
212
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11
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19
5.30
51
39
686
212
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14
245
14
7.30
52
696
212
.37
12
12
164
3.00
55
510
706
212
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14
145
14
3.35
51
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212
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15
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15
7.30
51
726
21.
001
21
21
47.
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18
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1.04
12
12
17
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21.
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21
21
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13
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62
1.13
16
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14
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21.
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51
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1.25
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21.
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21
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62
1.35
12
12
19
11.4
55
38
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62
1.41
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12
167
1.00
53
181
62
1.49
12
12
14
9.30
51
182
62
1.55
13
14
17
9.45
51
12
836
22.
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21
21
49.
001
51
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22.
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62
2.12
12
12
19
9.00
51
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29.
105
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62
2.25
11
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19
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52
305
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22.
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41
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49.
455
189
62
2.35
12
12
14
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05
215
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62
2.40
15
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17
10.0
05
191
62
2.45
14
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113
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05
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62
2.51
12
12
14
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22.
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946
23.
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41
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51
956
23.
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41
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23.
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21
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51
2010
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41
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11
21
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52
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3.42
12
12
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12
119
11.0
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24.
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11
211
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51
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62
4.05
15
130
18
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55
110
46
24.
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21
21
412
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52
203
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4.16
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21
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14
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15
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42
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51
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4.41
112
12
14
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05
16
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16
24.
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21
21
912
.00
55
2010
112
62
4.50
12
12
14
12.0
05
221
1011
36
24.
561
41
451
612
.00
51
114
62
5.01
14
145
16
12.4
55
111
56
25.
051
41
451
812
.30
51
AB
CC
DE
FG
HH
'I
I'J
KK
'L
M
No
Loca
tion
(OD
-1 -
7)
Dire
ctio
n1:
inbo
und
2:ou
tbou
ndIn
terv
iew
tim
e
Add
ress
of
resi
denc
e(Z
one
No.
1-
28)
Veh
icle
type
( 1
- 13
)
Occ
upat
ion
( 1
- 6
)
Occ
upat
ion
(if it
s 6,
writ
dow
n)
Num
ber
ofpa
ssen
ger
Orig
in o
f tr
ip(Z
one
No.
1 -
28)
Dis
tinat
ion
of t
rip(Z
one
No.
1 -
28)
Tra
vel t
ime
purp
ose
( 1
- 6
)
purp
ose
(if it
s 6,
writ
dow
n)
freq
uenc
y(
1 -
7 )
freq
uenc
y(if
its
7, w
ritdo
wn)
Loa
ding
volu
me
Com
mod
ity
type
( 1
- 11
)
Com
mod
ityty
pe(if
its
11,
writ
dow
n)
Mej
orbo
ttle
neck
poin
t al
ong
the
nat
iona
lN
o.1
Wha
tot
her
road
s
116
62
5.10
42
12
17
12.4
55
120
211
76
25.
161
41
481
71.
005
111
86
25.
201
21
21
411
.00
51
207
119
62
5.25
12
12
14
5.00
54
222
120
62
5.31
242
12
249
1.00
51
78
121
62
5.35
11
12
14
1.30
51
202
122
62
5.42
12
12
24
1.00
51
202
123
62
5.45
12
12
14
12.0
05
120
1012
46
25.
521
11
21
91.
005
118
1012
56
26.
001
21
21
41.
205
112
10
AB
CC
DE
FG
HH
'I
I'J
KK
'L
M
No
Lo
catio
n(O
D-1
-7
)
Dir
ect
ion
1:in
bo
un
d2
:ou
tbo
un
d
Inte
rvie
wtim
e
Ad
dre
ss o
fre
sid
en
ce(Z
on
e N
o.1
- 2
8)
Ve
hic
lety
pe
( 1
- 1
3 )
Occ
up
atio
n(
1 -
6 )
Occ
up
atio
n(i
f its
6,
wri
td
ow
n)
Nu
mb
er
of
pa
sse
ng
er
Ori
gin
of
trip
(Zo
ne
No
.1 -
28
)D
istin
atio
n o
f tr
ip(Z
on
e N
o.1
- 2
8)
Tra
vel t
ime
pu
rpo
se(
1 -
6 )
pu
rpo
se(i
f its
6,
wri
t d
ow
n)
fre
qu
en
cy(
1 -
7 )
fre
qu
en
cy(i
f its
7,
wri
td
ow
n)
Lo
ad
ing
volu
me
Co
mm
od
ity
type
( 1
- 1
1 )
Co
mm
odity
typ
e(i
f its
11
, w
rit
do
wn
)
Me
jor
bo
ttle
ne
ckp
oin
t a
lon
g t
he
na
tion
al
No.
1
Wh
at
oth
er
roa
ds
17
16
.30
78
15
51
5.0
05
32
71
6.3
72
51
30
71
5.0
05
13
71
6.4
01
41
50
91
3.0
05
14
71
6.4
69
61
69
15
.00
53
57
16
.52
15
14
04
14
.00
51
67
16
.55
11
11
39
12
.00
53
15
27
71
7.0
29
11
29
24
4.3
05
22
02
87
17
.05
11
21
29
11
12
.00
13
10
49
71
7.0
79
81
59
14
.00
11
10
71
7.1
21
61
59
15
.00
13
11
71
7.1
87
11
37
15
.00
11
10
31
27
17
.25
91
12
91
6.0
01
12
01
01
37
17
.27
62
12
61
5.3
05
25
81
47
17
.32
21
13
92
6.0
01
11
68
15
71
7.4
29
41
55
91
5.0
01
11
67
17
.45
41
13
41
3.0
01
12
02
17
71
7.5
07
61
57
24
12
.00
12
18
71
7.0
64
81
44
15
.30
52
19
71
8.1
01
21
29
11
1.0
05
11
01
02
07
18
.14
91
12
92
71
2.0
01
11
57
21
71
8.2
01
51
45
91
11
.30
51
22
71
8.2
69
11
29
25
.00
53
10
11
23
71
8.3
11
41
50
91
1.0
05
12
47
18
.35
91
12
91
5.0
05
12
51
02
57
18
.42
15
14
04
16
.00
51
26
71
8.4
54
62
44
17
.00
12
27
71
8.5
21
41
52
41
7.2
05
12
87
18
.55
15
11
24
18
.00
51
29
71
9.0
24
41
50
41
6.3
05
13
07
19
.22
55
14
75
11
5.0
05
13
17
19
.27
16
17
41
7.3
03
33
27
19
.31
91
12
91
61
0.0
05
31
01
03
37
19
.35
44
14
04
17
.50
51
34
71
9.4
81
11
99
11
1.0
05
11
52
35
71
10
.02
98
15
13
19
.00
33
36
71
10
.06
12
12
91
6.0
01
15
23
77
11
0.1
04
81
54
18
.30
43
38
71
10
.16
92
12
91
7.0
01
11
06
39
71
10
.20
14
14
84
17
.30
51
40
71
10
.25
91
12
91
6.3
05
32
56
41
71
10
.32
44
15
04
18
.00
51
42
71
10
.35
11
12
91
11
.30
33
12
74
37
11
0.4
04
61
74
14
.00
43
44
71
10
.46
21
12
92
5.0
01
31
61
04
57
11
0.5
08
71
38
17
.00
31
46
71
10
.56
18
13
41
10
.00
13
47
71
11
.00
91
12
91
5.0
01
12
09
48
71
11
.04
91
12
91
4.3
01
11
07
49
71
11
.11
11
13
91
6.0
01
22
03
50
71
11
.18
91
12
91
6.3
01
31
87
51
71
11
.25
14
15
09
15
.00
51
52
71
11
.31
41
12
91
5.0
01
32
02
53
71
11
.35
94
15
59
15
.00
51
54
71
11
.42
84
15
09
16
.00
11
AB
CC
DE
FG
HH
'I
I'J
KK
'L
M
No
Lo
catio
n(O
D-1
-7
)
Dir
ect
ion
1:in
bo
un
d2
:ou
tbo
un
d
Inte
rvie
wtim
e
Ad
dre
ss o
fre
sid
en
ce(Z
on
e N
o.1
- 2
8)
Ve
hic
lety
pe
( 1
- 1
3 )
Occ
up
atio
n(
1 -
6 )
Occ
up
atio
n(i
f its
6,
wri
td
ow
n)
Nu
mb
er
of
pa
sse
ng
er
Ori
gin
of
trip
(Zo
ne
No
.1 -
28
)D
istin
atio
n o
f tr
ip(Z
on
e N
o.1
- 2
8)
Tra
vel t
ime
pu
rpo
se(
1 -
6 )
pu
rpo
se(i
f its
6,
wri
t d
ow
n)
fre
qu
en
cy(
1 -
7 )
fre
qu
en
cy(i
f its
7,
wri
td
ow
n)
Lo
ad
ing
volu
me
Co
mm
od
ity
type
( 1
- 1
1 )
Co
mm
odity
typ
e(i
f its
11
, w
rit
do
wn
)
Me
jor
bo
ttle
ne
ckp
oin
t a
lon
g t
he
na
tion
al
No.
1
Wh
at
oth
er
roa
ds
55
71
11
.46
20
11
32
01
61
1.0
01
32
56
56
71
11
.50
48
15
41
6.0
01
15
77
11
2.0
09
21
29
17
.00
11
10
85
87
11
2.0
41
11
29
15
.00
53
20
10
59
71
12
.12
91
12
91
68
.00
11
22
96
07
11
2.2
01
11
39
19
.00
11
16
10
61
71
12
.26
14
15
09
15
.00
51
62
71
12
.30
41
13
41
8.0
01
11
28
63
71
12
.35
44
14
04
29
.00
51
64
71
12
.41
91
13
91
7.3
05
32
07
65
71
12
.45
11
11
29
11
6.0
05
31
22
66
71
12
.52
91
12
91
9.0
01
12
54
67
71
12
.55
12
12
71
5.0
05
18
96
87
11
.02
18
41
45
81
10
.00
11
69
71
1.0
69
61
59
15
.00
53
70
71
1.1
01
21
29
15
.00
13
12
10
71
71
1.1
59
11
29
26
.00
13
15
27
27
11
.18
91
14
91
6.2
01
22
52
73
71
1.2
54
21
24
18
.00
51
10
67
47
11
.31
12
12
91
8.0
01
11
08
75
71
1.3
57
41
40
71
6.0
05
17
67
11
.42
92
12
91
9.3
01
11
61
17
77
11
.45
21
12
92
7.0
05
12
01
07
87
11
.51
91
13
91
8.3
05
11
21
07
97
11
.55
11
81
29
11
5.0
01
28
07
12
.02
93
12
91
10
.10
11
23
81
71
2.1
11
51
36
91
9.0
01
18
27
12
.15
61
12
62
46
.00
11
20
88
37
12
.22
91
13
91
10
.00
11
15
28
47
12
.26
24
11
29
24
4.0
01
12
02
85
71
2.3
14
61
44
11
1.0
01
28
67
12
.36
98
14
91
6.0
05
38
77
12
.40
18
13
41
10
.30
13
88
71
2.4
59
11
29
15
.00
13
10
11
89
71
2.5
04
11
34
11
1.0
01
19
07
13
.01
78
12
41
11
.30
12
91
71
3.0
51
41
55
91
10
.00
11
92
71
3.0
94
81
54
11
1.3
01
39
37
13
.15
12
13
91
10
.30
11
10
29
47
13
.21
96
14
92
31
1.0
01
39
57
13
.25
11
41
50
91
5.0
05
19
67
13
.31
91
13
91
11
.30
11
20
69
77
13
.40
91
14
92
61
1.0
01
11
61
09
87
13
.51
24
11
29
24
6.0
01
31
62
99
71
3.5
51
11
39
17
.00
12
25
81
00
71
4.0
21
18
16
91
18
.30
13
10
17
14
.06
94
14
09
16
.00
51
10
27
14
.11
11
12
91
7.2
01
31
02
10
37
14
.15
16
15
41
7.0
05
31
04
71
4.2
29
11
29
38
.00
13
20
61
05
71
4.2
61
21
29
16
.30
51
81
11
06
71
4.3
02
42
13
92
46
.00
13
10
21
07
71
4.3
51
71
57
18
.00
13
10
87
14
.42
92
12
91
10
.00
13
12
4
AB
CC
DE
FG
HH
'I
I'J
KK
'L
M
No
Lo
catio
n(O
D-1
-7
)
Dir
ect
ion
1:in
bo
un
d2
:ou
tbo
un
d
Inte
rvie
wtim
e
Ad
dre
ss o
fre
sid
en
ce(Z
on
e N
o.1
- 2
8)
Ve
hic
lety
pe
( 1
- 1
3 )
Occ
up
atio
n(
1 -
6 )
Occ
up
atio
n(i
f its
6,
wri
td
ow
n)
Nu
mb
er
of
pa
sse
ng
er
Ori
gin
of
trip
(Zo
ne
No
.1 -
28
)D
istin
atio
n o
f tr
ip(Z
on
e N
o.1
- 2
8)
Tra
vel t
ime
pu
rpo
se(
1 -
6 )
pu
rpo
se(i
f its
6,
wri
t d
ow
n)
fre
qu
en
cy(
1 -
7 )
fre
qu
en
cy(i
f its
7,
wri
td
ow
n)
Lo
ad
ing
volu
me
Co
mm
od
ity
type
( 1
- 1
1 )
Co
mm
odity
typ
e(i
f its
11
, w
rit
do
wn
)
Me
jor
bo
ttle
ne
ckp
oin
t a
lon
g t
he
na
tion
al
No.
1
Wh
at
oth
er
roa
ds
10
97
14
.45
92
12
91
67
.00
11
10
41
10
71
4.5
01
11
39
18
.30
13
16
61
11
71
4.5
52
41
14
92
46
.00
11
22
21
12
71
5.0
27
11
27
31
1.0
01
12
06
11
37
15
.05
22
12
92
8.3
05
31
02
11
47
15
.10
16
11
29
16
6.0
05
11
69
11
57
15
.16
91
12
91
17
.00
51
20
21
16
71
5.2
11
11
29
11
0.0
05
32
51
01
17
71
5.2
55
61
25
11
1.0
01
11
18
71
5.3
18
81
48
11
0.0
05
31
19
71
5.3
54
41
50
41
12
.00
51
12
07
15
.42
11
12
91
10
.00
13
25
61
21
71
5.4
61
21
24
11
2.0
05
15
31
22
71
5.5
07
81
47
11
1.0
01
31
23
71
5.5
59
11
29
19
.00
13
20
91
24
71
6.0
02
11
12
92
16
.00
13
25
2
4. NUMBER OF ACCIDENTS
