Appendix, Estimating Cumulative Traffic Loads, Volume II, FHWA-RD-03-094 - LTPP - Pavements

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ESTIMATING CUMULATIVE TRAFFIC LOADS, Volume II:
Traffic Data Assessment and Axle Load Projection for the Sites with Acceptable Axle Weight Data
Final Report for Phase 2

APPENDIX A. SUMMARY OF RESULTS

Table 21. Summary of traffic projection results, continued.
Agency	SHRP ID	Traffic ID	GPS/ SPS	Exp. No.	Highway Functional Class	Projections			Pav. Type	Last Pr. Year	Traffic Characteristics
Agency	SHRP ID	Traffic ID	GPS/ SPS	Exp. No.	Highway Functional Class	Cat.	Code	Status	Pav. Type	Last Pr. Year	Traffic Volume	Annual Growth Rate (%)	ESALs
VA	1419	511419	G	6D	2	2	A	I	F	1998	290	0.00	70,930
VA	1423	511423	G	6B	2	2	A	I	F	1998	270	2.00	132,710
VA	1464	511464	G	6S	1	2	A	I	F	1998	1,810	-1.38	519,010
VA	2004	512004	G	6C	14	2	A	I	F	1998	860	8.24	304,590
VA	2021	512021	G	6C	6	2	A	I	F	1998	420	5.25	151,400
VA	2564	512564	G	5	11	2	Q	I	R	1998	1,660	0.00	663,760
VA	5008	515008	G	5	11	2	Q	I	R	1998	800	0.00	150,900
VA	5009	515009	G	5	7	2	Q	I	R	1998	540	4.31	300,440
VA	5010	515010	G	5	1	2	Q	I	R	1998	1,580	6.36	1,493,440
WA	0200	530200	S	2	12	2	Q	I	R	1998	810	6.00	470,550
WA	0800	530800	S	8	9	5	N	I	F	-	-	-	-
WA	1002	531002	G	1	2	2	Q	I	F	1998	200	2.90	82,920
WA	1005	531005	G	6B	1	2	A	I	F	1998	1,000	3.37	399,300
WA	1006	531006	G	1	2	3	N	I	F	1998	340	2.66	-
WA	1007	531007	G	6B	6	2	Q	I	F	1998	280	3.00	173,420
WA	1008	531008	G	6B	2	2	A	I	F	1998	360	1.97	71,490
WA	1501	531501	G	1	2	4	N	I	-	1998	60	3.46	-
WA	1801	531801	G	1	16	2	A	I	F	1998	260	5.11	52,670
WA	3011	533011	G	3	11	2	A	I	R	1998	1,200	3.49	431,930
WA	3013	533013	G	3	2	2	A	I	R	1998	360	1.97	72,770
WA	3014	533014	G	3	2	2	A	I	R	1998	1,050	3.66	551,740
WA	3019	533019	G	3	11	2	Q	I	R	1998	1,330	3.40	641,670
WA	3812	533812	G	3	11	2	Q	I	R	1993	1,340	4.16	389,760
WA	3813	533813	G	3	14	2	A	I	R	1998	990	6.59	272,320
WA	6020	536020	G	6A	2	2	Q	I	F	1998	740	3.07	119,730
WA	6048	536048	G	6C	2	2	Q	I	F	1998	1,050	6.00	167,480
WA	6049	536049	G	6A	14	2	A	I	F	1998	2,920	4.23	706,580
WA	6056	536056	G	6S	2	2	Q	I	F	1998	300	4.62	73,920
WA	7322	537322	G	6A	2	2	Q	I	F	1998	240	4.59	26,290
WA	7409	537409	G	3	1	2	A	I	R	1998	1,530	4.89	461,410
WV	1640	541640	G	6B	2	3	N	R	F	1998	350	6.00	-
WV	4003	544003	G	4	2	3	N	R	R	1998	450	4.98	-
WV	4004	544004	G	7B	1	2	A	R	R	1998	3,490	-8.82	3,848,320
WV	5007	545007	G	7B	2	2	A	R	R	1998	530	2.76	186,720
WV	7008	547008	G	7A	11	2	A	R	R	1998	2,810	1.85	1,426,860
WI	0100	550100	S	1	14	5	N	I	-	-	-	-	-
WI	0200	550200	S	2	14	5	N	I	-	-	-	-	-
WI	0800	550800	S	8	14	5	N	I	-	-	-	-	-
WI	0900	550900	S	9	-	5	N	I	-	-	-	-	-
WI	3008	553008	G	3	1	2	Q	I	R	1998	2,680	5.21	1,321,470
WI	3009	553009	G	3	2	2	Q	I	R	1998	480	0.00	214,100
WI	3010	553010	G	3	2	2	Q	I	R	1998	470	6.93	139,350
WI	3012	553012	G	3	6	3	N	I	R	1998	90	0.00	-
WI	3014	553014	G	3	1	2	A	I	R	1998	1,480	4.23	530,510
WI	3015	553015	G	3	2	2	A	I	R	1998	660	1.68	337,870
WI	3016	553016	G	3	2	2	A	I	R	1998	600	1.65	236,130
WI	3019	553019	G	3	2	2	Q	I	R	1998	100	0.00	20,040
WI	5037	555037	G	5	2	2	Q	I	R	1998	290	0.00	78,970
WI	5040	555040	G	5	1	2	Q	I	R	1998	2,150	5.34	1,257,940
WI	6351	556351	G	3	2	2	Q	I	R	1998	620	0.00	325,840
WI	6352	556352	G	3	2	2	Q	I	R	1998	620	0.00	322,110
WI	6353	556353	G	3	2	2	Q	I	R	1998	620	0.00	328,560
WI	6354	556354	G	3	2	2	Q	I	R	1998	620	0.00	325,520
WI	6355	556355	G	3	2	2	Q	I	R	1998	620	0.00	307,680
WI	A900	55A900	S	9	-	5	N	I	-	-	-	-	-
WI	B900	55B900	S	9	-	5	N	I	-	-	-	-	-
WI	C900	55C900	S	9	14	5	N	I	-	-	-	-	-
WY	1007	561007	G	1	6	2	Q	I	F	1998	80	0.88	10,360
WY	2015	562015	G	2	1	2	A	I	F	1998	440	0.83	152,260
WY	2017	562017	G	2	6	2	Q	I	F	1998	100	-3.94	38,950
WY	2018	562018	G	2	2	3	N	I	F	1994	200	0.00	-
WY	2019	562019	G	2	6	2	Q	I	F	1998	210	0.00	56,700
WY	2020	562020	G	2	1	2	Q	I	F	1998	460	4.22	138,820
WY	2037	562037	G	2	6	2	Q	I	F	1998	100	0.00	32,160
WY	3027	563027	G	3	11	2	A	I	R	1998	2,300	4.21	1,529,380
WY	6029	566029	G	6A	2	2	Q	I	F	1998	50	-3.59	8,340
WY	6031	566031	G	6A	2	5	N	I	-	-	-	-	-
WY	6032	566032	G	6A	7	2	Q	I	F	1998	150	6.00	18,620
WY	7772	567772	G	2	6	2	Q	I	F	1998	60	2.00	10,220
WY	7773	567773	G	2	6	2	Q	I	F	1998	30	0.00	6,250
WY	7775	567775	G	1	7	2	Q	I	F	1998	100	1.59	48,740
PR	1003	721003	G	2	2	4	N	I	-	1997	1,340	3.00	-
PR	3008	723008	G	3	2	4	N	I	-	1998	4,070	6.00	-
PR	4121	724121	G	3	2	4	N	I	-	1998	990	5.70	-
PR	4122	724122	G	2	2	4	N	I	-	1998	990	5.70	-
Canadian Provinces
AB	0500	810500	S	5	2	4	N	R	-	1998	650	9.00	-
AB	1803	811803	G	1	1	4	N	R	-	1998	410	3.41	-
AB	1804	811804	G	6B	2	4	N	R	-	1998	520	8.20	-
AB	1805	811805	G	6B	2	4	N	R	-	1998	270	4.42	-
AB	2812	812812	G	2	2	4	N	R	-	1998	210	8.00	-
AB	8529	818529	G	2	1	4	N	R	-	1998	1,400	7.00	-
AB	A900	81A900	S	9	2	4	N	R	-	1998	320	1.30	-
BC	1005	821005	G	6S	2	4	N	I	-	1998	460	9.50	-
BC	6006	826006	G	6A	2	4	N	I	-	1998	1,180	3.00	-
BC	6007	826007	G	6S	1	4	N	I	-	1998	1,030	3.00	-
BC	9017	829017	G	2	2	4	N	I	-	1998	400	8.00	-
MB	1801	831801	G	1	1	2	Q	I	F	1998	330	2.65	280,670
MB	3802	833802	G	3	2	2	Q	I	R	1998	370	6.93	309,080
MB	6450	836450	G	6B	1	2	Q	I	F	1998	310	4.00	235,830
MB	6451	836451	G	6B	1	3	N	I	F	1998	310	4.00	-
MB	6452	836452	G	7B	2	2	Q	I	R	1998	380	9.86	173,400
MB	6454	836454	G	2	2	3	N	I	F	1998	700	10.03	-
NB	1684	841684	G	6S	2	2	Q	I	F	1998	270	1.62	68,200
NB	1802	841802	G	2	2	2	Q	I	F	1998	340	8.60	315,600
NB	3803	843803	G	3	2	3	N	I	R	1996	290	8.71	-
NB	6804	846804	G	6S	2	2	Q	I	F	1998	720	2.97	477,280
NF	1801	851801	G	1	2	3	N	I	F	1998	500	2.36	-
NF	1803	851803	G	1	2	3	N	I	F	1998	200	0.00	-
NF	1808	851808	G	1	2	3	N	I	F	1998	140	0.00	-
NS	6802	866802	G	6A	1	2	A	R	F	1998	1,250	4.18	430,550
ON	0900	870900	S	9	-	5	N	I	-	-	-	-	-
ON	1620	871620	G	6S	1	2	Q	I	F	1998	630	3.65	362,500
ON	1622	871622	G	6S	2	2	Q	I	F	1998	710	3.99	359,190
ON	1680	871680	G	6S	1	3	N	I	F	1998	1,430	8.59	-
ON	1806	871806	G	6S	1	3	N	I	F	1998	1,430	8.59	-
ON	2811	872811	G	7A	1	2	Q	I	F	1998	1,470	4.22	696,600
ON	2812	872812	G	7A	1	2	A	I	F	1998	1,750	5.49	859,880
PE	1645	881645	G	1	1	2	Q	R	F	1998	250	5.57	94,720
PE	1646	881646	G	2	1	2	Q	R	F	1998	220	7.63	72,270
PE	1647	881647	G	2	2	3	N	R	F	1998	160	0.86	-
PQ	0900	890900	S	9	-	5	N	R	-	-	-	-	-
PQ	1021	891021	G	6C	1	2	A	R	F	1998	900	3.50	342,820
PQ	1125	891125	G	6B	1	2	A	R	F	1998	1,020	4.01	283,880
PQ	1127	891127	G	6B	1	2	Q	R	F	1998	800	4.00	198,610
PQ	2011	892011	G	2	2	2	Q	R	F	1998	150	5.00	47,500
PQ	3001	893001	G	3	1	2	Q	R	R	1998	430	3.00	396,790
PQ	3002	893002	G	3	1	2	Q	R	R	1998	840	8.80	327,160
PQ	3015	893015	G	3	1	2	Q	R	R	1998	800	2.11	708,820
PQ	3016	893016	G	3	1	3	A	R	R	1998	910	1.00	549,100
PQ	9018	899018	G	9	2	4	N	R	-	1998	390	3.98	-
PQ	A900	89A900	S	9	-	5	N	R	-	-	-	-	-
SK	0900	900900	S	9	14	2	Q	I	F	1998	400	0.00	118,190
SK	1802	901802	G	1	2	5	N	I	-	-	-	-	-
SK	6400	906400	G	6A	2	3	N	I	F	1998	80	2.97	-
SK	6405	906405	G	1	2	2	Q	I	F	1998	170	3.00	128,840
SK	6410	906410	G	6B	2	2	Q	I	F	1998	430	2.05	191,430
SK	6412	906412	G	6B	2	2	Q	I	F	1998	430	2.05	188,960
SK	6420	906420	G	1	2	3	N	I	F	1998	40	1.60	-
SK	6801	906801	G	6A	2	3	N	I	F	1998	80	2.97	-

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This page last modified on 06/08/06

United States Department of Transportation - Federal Highway Administration

ESTIMATING CUMULATIVE TRAFFIC LOADS, Volume II:Traffic Data Assessment and Axle Load Projection for the Sites with Acceptable Axle Weight DataFinal Report for Phase 2

APPENDIX A. SUMMARY OF RESULTS

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ESTIMATING CUMULATIVE TRAFFIC LOADS, Volume II:
Traffic Data Assessment and Axle Load Projection for the Sites with Acceptable Axle Weight Data
Final Report for Phase 2