Models of Analysis of Credible Deviation from Speed Limits on Two-Lane Roads of Bosnia and Herzegovina

Table 5

Determined value of measuring sample according to vehicle classes.

Two-lane road section		Section mark	Section length (km)	Ascent/descent at 1000 m in %	Size of measuring sample by speed deviation classes (% error ± 2.0%)
					PV	BUS	LDV	HDV	CV	Σ all vehicles
S1	Klupe–Teslić	M-I-108	16.734	−5.70	1805	100	145	75	320	2125
S2	Klupe–Teslić	M-I-108	16.734	−4.06	1763	47	53	87	187	1950
S3	Klupe–Teslić	M-I-108	16.734	−3.00	1497	75	98	108	281	1778
S4	Maglaj–Ozimica	M-I-110	10.520	−2.76	588	84	133	105	322	910
S5	Maglaj–Ozimica	M-I-110	10.520	−1.70	530	171	121	89	381	911
S6	Maglaj–Ozimica	M-I-110	10.520	−1.35	415	97	141	105	343	758
S7	Šepak–Karakaj 3	M-I-115	20.950	1.00	735	106	171	103	380	1115
S8	Teslić–Klupe	M-I-108	16.734	3.00	1428	58	92	91	241	1669
S9	Teslić–Klupe	M-I-108	16.734	4.06	1746	79	98	137	314	2060
S10	Teslić–Klupe	M-I-108	16.734	5.70	1691	77	105	92	274	1965
S11	Border (RS/FBIH)–Donje Caparede	M-I-110	3.140	7.00	782	84	104	77	265	1047
TOTAL					12980	978	1261	1069	3308	16288