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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
FL	4154	124154	G	1	6	3	N	I	F	1998	22,040	171.58	–
FL	9054	129054	G	1	6	2	Q	I	F	1998	430	2.00	174,670
GA	0500	130500	S	5	1	5	N	I	–	–	–	–	–
GA	1001	131001	G	1	2	3	N	I	F	1998	910	5.09	–
GA	1004	131004	G	1	6	3	N	I	F	1998	500	8.56	–
GA	1005	131005	G	1	7	4	N	I		1998	620	5.39	–
GA	1031	131031	G	6S	2	3	N	I	F	1998	480	11.30	–
GA	3007	133007	G	3	2	3	N	I	R	1998	640	14.88	–
GA	3011	133011	G	3	1	3	N	I	R	1998	1,420	12.56	–
GA	3015	133015	G	3	1	3	N	I	R	1998	1,350	12.50	–
GA	3016	133016	G	3	1	4	N	I	–	1998	3,120	6.14	–
GA	3017	133017	G	3	1	3	N	I	–	1998	4,710	9.16	–
GA	3018	133018	G	3	1	3	N	I	R	1998	4,710	9.16	–
GA	3019	133019	G	3	2	3	N	I	R	1998	1,110	0.00	–
GA	3020	133020	G	3	2	2	Q	I	R	1998	300	0.00	95,000
GA	4092	134092	G	2	2	3	N	I	–	1998	380	5.08	–
GA	4093	134093	G	2	2	3	N	I	–	1998	380	5.08	–
GA	4096	134096	G	2	8	3	N	I	–	1998	40	0.00	–
GA	4111	134111	G	1	7	3	N	I	F	1998	270	0.00	–
GA	4112	134112	G	6S	1	3	N	I	F	1998	3,600	4.70	–
GA	4113	134113	G	6S	1	3	N	I	F	1998	3,600	4.70	–
GA	4118	134118	G	9	1	3	N	I	R	1998	3,970	3.72	–
GA	4119	134119	G	2	1	3	N	I	F	1998	4,760	1.89	–
GA	4420	134420	G	6B	2	3	N	I	F	1998	570	3.00	–
GA	5023	135023	G	5	1	3	N	I	R	1998	4,050	6.00	–
GA	7028	137028	G	7S	1	3	N	I	R	1998	4,150	5.28	–
HI	1003	151003	G	1	14	3	N	I	F	1998	190	6.61	–
HI	1006	151006	G	1	14	3	N	I	F	1998	220	3.90	–
HI	1008	151008	G	1	14	3	N	I	F	1998	270	2.35	–
HI	7080	157080	G	1	2	4	N	I	–	1998	320	8.42	–
ID	1001	161001	G	1	2	2	Q	R	F	1998	580	3.92	174,380
ID	1005	161005	G	1	2	2	Q	R	F	1998	120	2.45	25,080
ID	1007	161007	G	6B	2	2	Q	R	F	1998	110	0.00	32,400
ID	1009	161009	G	1	1	2	A	R	F	1998	1,040	7.00	497,320
ID	1010	161010	G	1	1	2	A	R	F	1997	610	5.80	257,190

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
ID	1020	161020	G	1	2	2	Q	R	F	1998	170	0.00	55,190
ID	1021	161021	G	1	2	2	Q	R	F	1998	470	1.50	153,040
ID	3017	163017	G	3	1	2	Q	R	R	1998	960	3.89	640,120
ID	3023	163023	G	3	1	2	A	R	R	1998	1,380	0.00	816,360
ID	5025	165025	G	5	1	2	Q	R	R	1998	600	5.85	210,110
ID	6027	166027	G	6A	2	2	Q	R	F	1997	400	0.00	282,890
ID	9032	169032	G	1	2	2	Q	R	F	1998	190	0.00	28,080
ID	9034	169034	G	1	2	2	Q	R	F	1998	250	0.00	111,820
IL	0600	170600	S	6	1	2	Q	R	R	1998	1,670	–5.39	1,080,600
IL	1002	171002	G	1	2	2	A	R	F	1998	400	3.50	101,910
IL	1003	171003	G	1	2	2	A	R	F	1998	340	4.07	66,310
IL	4074	174074	G	4	2	2	Q	R	R	1998	450	4.00	180,370
IL	4082	174082	G	4	2	2	A	R	R	1998	180	4.00	39,880
IL	5020	175020	G	5	2	2	A	R	R	1998	220	4.00	51,840
IL	5151	175151	G	7B	1	2	A	R	R	1998	2,630	2.50	1,671,520
IL	5217	175217	G	7B	1	2	Q	R	R	1998	1,950	3.92	558,900
IL	5423	175423	G	7A	1	2	A	R	R	1998	1,830	2.50	769,070
IL	5453	175453	G	7A	1	2	Q	R	R	1998	4,820	5.47	3,075,630
IL	5843	175843	G	5	1	2	A	R	R	1998	3,040	3.60	1,697,030
IL	5849	175849	G	5	1	2	A	R	R	1998	1,350	2.00	721,120
IL	5854	175854	G	5	2	2	Q	R	R	1998	570	5.74	120,880
IL	5869	175869	G	5	12	2	Q	R	R	1998	690	5.39	156,730
IL	5908	175908	G	5	2	2	A	R	R	1998	340	2.00	88,260
IL	6050	176050	G	6A	7	3	N	R	F	1998	50	1.00	–
IL	7937	177937	G	7D	6	2	Q	R	R	1998	120	6.00	32,000
IL	9267	179267	G	5	1	2	A	R	R	1998	2,520	2.50	1,602,540
IL	9327	179327	G	7B	1	3	N	R	R	1998	1,820	4.00	–
IN	1028	181028	G	6S	1	2	A	R	F	1998	1,980	7.00	602,030
IN	1037	181037	G	6B	6	2	Q	R	F	1998	470	6.53	106,780
IN	2008	182008	G	2	2	2	A	R	F	1998	1,330	2.50	358,920
IN	2009	182009	G	2	6	2	Q	R	F	1998	980	3.99	181,860
IN	3002	183002	G	3	2	2	A	R	R	1998	830	3.03	474,930
IN	3003	183003	G	7B	2	2	Q	R	R	1998	1,360	2.11	623,630
IN	3030	183030	G	3	7	3	N	R	R	1998	650	5.45	–
IN	3031	183031	G	3	6	2	A	R	R	1998	830	2.03	236,450

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
IN	4021	184021	G	4	14	2	Q	R	R	1998	930	4.00	235,240
IN	4042	184042	G	4	6	2	A	R	R	1998	830	4.12	226,700
IN	5022	185022	G	7B	11	2	Q	R	R	1998	6,310	4.79	2,470,400
IN	5043	185043	G	5	2	3	N	R	R	1998	180	2.86	–
IN	5518	185518	G	7B	1	2	A	R	R	1998	4,500	4.70	1,940,110
IN	5528	185528	G	7B	6	2	Q	R	R	1998	550	2.00	134,150
IN	5538	185538	G	7B	6	2	Q	R	R	1998	470	2.30	104,280
IN	6012	186012	G	6S	1	2	Q	R	F	1998	2,170	7.22	793,950
IN	9020	189020	G	9	1	2	Q	R	R	1998	3,670	7.99	1,136,320
IN	A900	18A900	S	9	–	5	N	I	–	–	–	–	–
IA	0100	190100	S	1	2	2	Q	I	F	1998	170	0.00	34,060
IA	0200	190200	S	2	12	3	N	I	R	1998	550	13.27	–
IA	0600	190600	S	6	1	2	Q	I	R	1998	1,890	3.16	670,760
IA	0700	190700	S	7	1	2	A	I	R	1998	1,960	2.69	977,240
IA	1044	191044	G	1	2	2	Q	I	F	1998	290	0.96	107,570
IA	3006	193006	G	3	2	2	Q	I	R	1998	380	2.43	145,710
IA	3009	193009	G	3	11	3	N	I	R	1998	1,100	7.00	–
IA	3028	193028	G	3	2	2	Q	I	R	1998	940	2.58	345,010
IA	3033	193033	G	3	2	3	N	I	R	1998	760	7.09	–
IA	3055	193055	G	3	2	2	Q	I	R	1998	610	6.75	194,270
IA	5042	195042	G	5	1	3	N	I	R	1998	1,550	3.63	–
IA	5046	195046	G	5	1	3	N	I	R	1998	1,550	3.63	–
IA	6049	196049	G	6A	1	3	N	I	F	1998	3,000	2.41	–
IA	6150	196150	G	2	7	3	N	I	F	1998	60	0.00	–
IA	9116	199116	G	7B	1	2	Q	I	R	1998	1,410	4.92	509,100
IA	9126	199126	G	7B	1	3	N	I	R	1998	2,470	4.71	–
KS	0100	200100	S	1	2	2	Q	I	F	1998	480	0.00	197,440
KS	0200	200200	S	2	1	2	Q	I	R	1998	1,200	6.00	1,069,450
KS	1005	201005	G	1	6	3	N	I	F	1998	180	0.82	–
KS	1006	201006	G	6A	2	2	Q	I	F	1998	200	0.00	19,400
KS	1009	201009	G	1	2	2	Q	I	F	1998	170	0.80	23,610
KS	1010	201010	G	1	2	3	N	I	F	1997	310	2.76	–
KS	3013	203013	G	3	11	3	N	I	R	1998	820	10.00	–
KS	3015	203015	G	3	2	2	Q	I	R	1998	760	4.00	244,690
KS	3060	203060	G	3	11	3	N	I	R	1998	500	10.57	–

Table 21. Summary of traffic projection results, continued

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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