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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

Publication Number: FHWA-RD-03-094
Date: March 2005

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
NV	1020	321020	G	1	2	2	A	R	F	1998	280	7.82	138,120
NV	1021	321021	G	1	14	2	Q	R	F	1998	140	4.00	40,070
NV	1030	321030	G	6B	12	2	Q	R	F	1997	660	7.47	165,690
NV	2027	322027	G	2	1	3	A	R	F	1997	940	5.00	468,610
NV	3010	323010	G	3	1	2	Q	R	R	1998	1,260	4.42	772,350
NV	3013	323013	G	3	1	2	A	R	R	1998	1,050	4.50	689,480
NV	7000	327000	G	2	1	2	A	R	F	1997	940	5.00	478,580
NV	7084	327084	G	3	1	2	Q	R	R	1998	2,270	6.44	1,686,480
NV	B400	32B400	S	4	–	5	N	R	–	–	–	–	–
NH	1001	331001	G	1	1	3	N	R	F	1998	890	4.48	–
NJ	0800	340800	S	8	–	5	N	I	–	–	–	–	–
NJ	1003	341003	G	6S	6	2	Q	R	F	1998	1,100	3.00	177,500
NJ	1011	341011	G	1	1	2	A	R	F	1998	1,330	5.04	368,560
NJ	1030	341030	G	1	14	3	N	R	F	1998	480	1.00	–
NJ	1031	341031	G	6S	12	2	Q	R	F	1998	1,380	3.00	472,270
NJ	1033	341033	G	2	2	2	Q	R	F	1998	320	1.47	45,080
NJ	1034	341034	G	2	12	2	Q	R	F	1998	1,480	5.00	282,930
NJ	1638	341638	G	2	12	2	A	R	F	1998	1,490	5.00	564,670
NJ	4042	344042	G	4	11	2	A	R		1998	2,610	2.30	1,698,690
NJ	6057	346057	G	6A	11	3	N	R	F	1998	1,850	3.33	–
NM	0100	350100	S	1	1	3	N	I	F	1998	380	3.96	–
NM	0500	350500	S	5	1	3	N	I	F	1998	2,360	4.00	–
NM	0800	350800	S	8	9	5	N	I	–	–	–	–	–
NM	0900	350900	S	9	–	5	N	I	–	–	–	–	–
NM	1002	351002	G	6A	2	2	A	I	F	1998	940	21.20	274,430
NM	1003	351003	G	1	2	2	A	I	F	1998	940	21.20	277,680
NM	1005	351005	G	1	1	3	N	I	F	1998	770	2.40	–
NM	1022	351022	G	1	2	2	Q	I	F	1998	460	8.34	147,610
NM	1112	351112	G	1	2	2	Q	I	F	1998	260	0.63	77,850
NM	2006	352006	G	2	2	2	Q	I	F	1998	310	5.05	108,810
NM	2007	352007	G	6S	2	2	Q	I	F	1998	460	8.34	149,950
NM	2118	352118	G	2	1	3	N	I	F	1998	2,390	6.00	–
NM	3010	353010	G	3	2	2	Q	I	R	1998	260	0.00	102,820
NM	6033	356033	G	6A	1	3	N	I	F	1998	620	3.09	–
NM	6035	356035	G	6A	1	2	Q	I	F	1998	2,080	3.47	978,900

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
NM	6401	356401	G	6A	1	2	Q	I	F	1998	2,080	3.47	669,890
NY	0800	360800	S	8	–	3	N	I	F	1998	10	6.68	–
NY	1008	361008	G	6B	14	2	Q	I	F	1998	920	11.38	120,890
NY	1011	361011	G	6B	1	2	Q	I	F	1998	700	7.38	157,770
NY	1643	361643	G	6B	2	2	Q	I	F	1998	700	0.96	262,050
NY	1644	361644	G	6S	6	3	N	I	F	1998	100	5.00	–
NY	4017	364017	G	4	2	3	N	I	R	1998	1,360	5.24	–
NY	4018	364018	G	4	1	2	A	I	R	1998	1,130	5.05	403,790
NC	0200	370200	S	2	2	2	Q	R	R	1998	1,230	7.61	835,310
NC	0800	370800	S	8	–	5	N	R	–	–	–	–	–
NC	0900	370900	S	9	–	5	N	R	–	–	–	–	–
NC	1006	371006	G	6S	11	2	Q	R	F	1998	2,740	7.00	633,650
NC	1024	371024	G	6S	6	2	Q	R	F	1998	240	5.75	24,250
NC	1028	371028	G	1	2	2	Q	R	F	1998	220	2.26	55,290
NC	1030	371030	G	1	2	2	Q	R	F	1998	260	2.71	74,410
NC	1040	371040	G	6B	2	2	Q	R	F	1998	300	3.64	31,610
NC	1352	371352	G	6S	2	2	Q	R	F	1998	260	2.00	82,780
NC	1645	371645	G	2	2	2	Q	R	F	1998	670	7.21	254,860
NC	1801	371801	G	6S	11	2	A	R	F	1998	2,250	5.52	715,720
NC	1802	371802	G	6B	16	3	N	R	F	1998	140	1.45	–
NC	1803	371803	G	6B	2	2	Q	R	F	1998	580	1.17	41,880
NC	1814	371814	G	1	2	3	N	R	F	1998	120	3.96	–
NC	1817	371817	G	6C	2	2	Q	R	F	1998	520	19.91	116,410
NC	1992	371992	G	1	2	2	Q	R	F	1998	750	10.34	169,760
NC	2819	372819	G	6C	2	2	A	R	F	1998	1,090	11.93	182,630
NC	2824	372824	G	6C	2	2	Q	R	F	1998	760	5.54	187,530
NC	2825	372825	G	2	16	3	N	R	F	1998	140	6.08	–
NC	3008	373008	G	3	14	2	Q	R	R	1998	630	3.79	358,720
NC	3011	373011	G	3	1	2	A	R	R	1998	2,820	5.75	1,395,750
NC	3044	373044	G	3	1	2	A	R	R	1995	2,090	2.00	1,079,280
NC	3807	373807	G	3	2	2	A	R	R	1998	1,220	8.52	489,890
NC	3816	373816	G	3	2	2	Q	R	R	1998	1,030	1.17	284,950
NC	5037	375037	G	5	11	2	Q	R	R	1998	2,160	5.00	951,620
NC	5826	375826	G	7B	1	2	Q	R	R	1998	3,150	7.84	1,727,060
NC	5827	375827	G	5	2	2	Q	R	R	1998	1,010	6.29	429,660

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
ND	0200	380200	S	2	1	5	N	I	–	–	–	–	–
ND	2001	382001	G	2	2	3	N	I	F	1998	290	3.00	–
ND	3005	383005	G	3	2	2	Q	I	R	1998	290	3.83	115,800
ND	3006	383006	G	3	2	2	Q	I	R	1998	220	4.46	85,320
ND	5002	385002	G	5	1	2	Q	I	R	1998	480	–17.25	118,090
OH	0100	390100	S	1	2	3	N	I	F	1998	210	6.00	–
OH	0200	390200	S	2	2	3	N	I	R	1998	1,460	6.00	–
OH	0800	390800	S	8	9	3	N	I	F	1998	140	6.00	–
OH	0900	390900	S	9	2	3	N	I	F	1998	210	6.00	–
OH	3013	393013	G	7B	6	2	Q	I	R	1998	160	0.00	68,560
OH	3801	393801	G	3	14	2	Q	I	R	1998	620	5.25	556,770
OH	4018	394018	G	4	11	2	A	I	R	1998	1,510	12.00	627,350
OH	4031	394031	G	4	11	2	A	I	R	1998	2,800	0.36	884,990
OH	5003	395003	G	5	2	2	Q	I	R	1998	800	3.16	388,330
OH	5010	395010	G	7B	1	2	Q	I	R	1998	570	4.38	242,890
OH	5569	395569	G	9	12	2	Q	I	R	1998	540	1.91	137,410
OH	7021	397021	G	7A	11	2	Q	I	R	1998	2,660	0.00	1,063,620
OH	9006	399006	G	9	1	2	A	I	R	1998	3,780	5.00	1,786,940
OH	9022	399022	G	9	11	4	N	I	–	1998	1,500	0.00	–
OK	0100	400100	S	1	2	5	N	I	–	–	–	–	–
OK	0500	400500	S	5	2	5	N	I	–	–	–	–	–
OK	0600	400600	S	6	1	2	A	I	R	1998	1,700	2.31	749,730
OK	1015	401015	G	2	6	3	N	I	–	1998	210	0.00	–
OK	1017	401017	G	2	2	3	N	I	F	1996	1,140	3.38	–
OK	3018	403018	G	3	11	2	A	I	R	1998	850	3.84	167,610
OK	4086	404086	G	6B	6	2	Q	I	F	1998	310	1.17	69,990
OK	4087	404087	G	6C	2	3	N	I	F	1998	280	3.07	–
OK	4088	404088	G	2	2	4	N	I	–	1995	240	0.00	–
OK	4154	404154	G	2	6	2	Q	I	F	1998	300	1.14	141,220
OK	4155	404155	G	9	2	3	N	I	R	1998	340	0.00	–
OK	4157	404157	G	3	2	2	Q	I	R	1998	1,170	1.13	455,200
OK	4158	404158	G	5	2	2	Q	I	R	1998	400	0.00	116,680
OK	4160	404160	G	3	12	2	A	I	R	1998	270	3.21	49,980
OK	4161	404161	G	2	2	2	Q	I	F	1998	300	5.00	84,570
OK	4162	404162	G	3	2	2	Q	I	R	1998	200	1.00	45,520

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Page Owner: Office of Research, Development, and Technology, Office of Infrastructure RDT

Topics: research, infrastructure, pavements and materials
Keywords: research, infrastructure, pavements and materials,Pavements, traffic estimates, axle loads, LTPP
TRT Terms: Pavements--Live loads--United States--Testing, Traffic surveys--United States--Data processing, Axle loads, Traffic loads, Estimating
Scheduled Update: Archive - No Update needed

This page last modified on 03/08/2016

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

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