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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
OK	4163	404163	G	2	2	2	Q	I	F	1998	270	0.00	60,260
OK	4164	404164	G	6B	6	2	Q	I	F	1998	240	2.73	77,340
OK	4165	404165	G	2	2	3	N	I	F	1998	230	4.00	–
OK	4166	404166	G	5	2	2	A	I	R	1998	1,630	7.51	622,320
OK	5021	405021	G	5	2	2	A	I	R	1998	680	2.86	232,140
OK	6010	406010	G	6A	7	2	A	I	F	1998	300	2.38	111,590
OK	7024	407024	G	7A	1	2	A	I	R	1998	2,020	5.58	815,130
OR	2002	412002	G	6S	2	2	Q	R	F	1998	680	5.98	191,350
OR	5005	415005	G	5	1	3	A	R	R	1998	3,830	4.72	2,509,200
OR	5006	415006	G	5	1	2	Q	R	R	1998	1,950	7.28	1,451,930
OR	5008	415008	G	5	1	2	A	R	R	1998	1,720	6.36	1,101,920
OR	5021	415021	G	5	1	2	A	R	R	1998	3,370	4.00	1,854,410
OR	5022	415022	G	5	1	2	A	R	R	1998	3,280	3.66	2,090,380
OR	6011	416011	G	6S	1	2	A	R	F	1998	3,630	5.00	1,619,800
OR	6012	416012	G	6A	1	4	N	R	–	1991	1,130	4.49	–
OR	7018	417018	G	7S	1	2	A	R	R	1998	4,040	3.57	2,550,930
OR	7019	417019	G	7A	2	2	Q	R	R	1998	950	2.66	187,620
OR	7025	417025	G	7A	1	2	A	R	R	1997	2,600	6.00	1,687,410
OR	7081	417081	G	5	1	2	Q	R	R	1998	1,400	10.14	1,003,580
PA	0600	420600	S	6	1	2	Q	R	R	1998	2,810	2.00	2,324,180
PA	1597	421597	G	1	6	2	Q	R	F	1998	100	0.31	19,030
PA	1598	421598	G	5	1	2	A	R	R	1998	4,020	–11.35	1,597,610
PA	1599	421599	G	1	7	2	A	R	F	1998	250	0.00	92,880
PA	1605	421605	G	1	6	2	A	R	F	1998	1,100	2.95	358,190
PA	1606	421606	G	4	2	2	A	R	R	1998	540	3.60	240,870
PA	1608	421608	G	6A	7	2	Q	R	F	1998	50	5.29	5,900
PA	1610	421610	G	7A	1	2	A	R	R	1998	2,120	5.01	710,520
PA	1613	421613	G	7B	11	2	A	R	R	1998	2,580	2.00	997,750
PA	1614	421614	G	7B	2	2	A	R	R	1998	970	3.98	384,890
PA	1617	421617	G	7B	11	4	N	R	–	1998	3,730	2.00	–
PA	1618	421618	G	6B	7	2	Q	R	F	1998	80	3.97	26,220
PA	1623	421623	G	3	1	2	Q	R	R	1998	1,060	1.62	511,360
PA	1627	421627	G	9	1	2	A	R	R	1998	3,640	2.12	2,647,030
PA	1690	421690	G	4	1	2	Q	R	R	1998	980	1.60	463,640
PA	1691	421691	G	7B	2	2	A	R	R	1998	450	8.00	143,190

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
PA	3044	423044	G	3	1	2	A	R	R	1998	3,460	5.39	1,886,830
PA	5020	425020	G	5	11	2	Q	R	R	1998	3,510	9.85	1,219,130
PA	7025	427025	G	7A	2	2	Q	R	R	1998	500	0.00	194,780
PA	7037	427037	G	7S	1	2	A	R	R	1998	3,000	2.91	1,644,700
PA	9027	429027	G	9	1	2	Q	R	R	1998	3,480	6.16	2,092,660
RI	7401	447401	G	7A	2	2	Q	R	R	1998	870	5.19	1,535,220
SC	1008	451008	G	1	6	2	Q	I	F	1998	70	1.00	12,850
SC	1011	451011	G	1	14	2	Q	I	F	1998	1,400	2.82	335,990
SC	1024	451024	G	1	17	3	N	I	F	1998	20	0.00	–
SC	1025	451025	G	6B	2	3	N	I	F	1998	150	7.91	–
SC	3012	453012	G	3	1	2	Q	I	R	1998	2,010	3.84	934,880
SC	5017	455017	G	5	1	2	Q	I	R	1998	1,470	6.96	637,890
SC	5034	455034	G	5	1	2	Q	I	R	1998	1,750	9.00	1,056,970
SC	5035	455035	G	5	1	2	Q	I	R	1998	1,840	9.00	879,660
SC	7019	457019	G	7A	2	2	Q	I	R	1998	450	4.33	64,760
SD	0600	460600	S	6	2	2	A	I	R	1998	280	5.00	104,690
SD	0800	460800	S	8	7	3	N	I	F	1998	20	0.00	–
SD	3009	463009	G	3	1	4	N	I	–	1998	640	3.94	–
SD	3010	463010	G	3	1	4	N	I	–	1998	480	5.42	–
SD	3012	463012	G	3	1	2	Q	I	R	1998	670	2.26	361,100
SD	3013	463013	G	3	1	3	N	I	R	1998	400	2.59	–
SD	3052	463052	G	3	1	2	Q	I	R	1998	160	0.99	63,930
SD	3053	463053	G	3	6	3	N	I	R	1998	170	4.56	–
SD	5020	465020	G	5	1	4	N	I	–	1998	560	2.31	–
SD	5025	465025	G	5	1	4	N	I	–	1998	690	4.00	–
SD	5040	465040	G	5	1	4	N	I	–	1998	910	3.00	–
SD	6600	466600	G	3	2	4	N	I	–	1998	320	7.00	–
SD	7049	467049	G	7A	6	4	N	I	–	1998	190	2.52	–
SD	9106	469106	G	6B	6	4	N	I	–	1998	60	6.00	–
SD	9187	469187	G	1	6	4	N	I	–	1998	40	2.63	–
SD	9197	469197	G	6B	6	4	N	I	–	1998	110	8.93	–
TN	0600	470600	S	6	–	5	N	I	–	–	–	–	–
TN	1023	471023	G	6B	1	2	Q	I	F	1998	2,990	1.99	750,440
TN	1028	471028	G	2	2	2	Q	I	F	1998	350	4.26	138,900
TN	1029	471029	G	6S	2	3	N	I	F	1998	400	12.30	–

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
TN	2001	472001	G	6B	2	2	Q	I	F	1998	800	3.34	365,960
TN	2008	472008	G	6B	2	2	A	I	F	1998	430	2.50	121,200
TN	3075	473075	G	1	2	3	N	I	F	1998	170	6.31	–
TN	3101	473101	G	6B	2	2	Q	I	F	1998	100	4.34	40,580
TN	3104	473104	G	1	7	3	N	I	F	1997	10	6.91	–
TN	3108	473108	G	6B	1	2	Q	I	F	1998	3,010	2.05	715,930
TN	3109	473109	G	6B	2	2	Q	I	F	1998	180	2.00	24,000
TN	3110	473110	G	6B	2	2	Q	I	F	1998	190	4.12	94,520
TN	6015	476015	G	6A	1	2	Q	I	F	1998	3,580	3.79	1,434,860
TN	6022	476022	G	6A	2	2	Q	I	F	1993	300	4.03	82,970
TN	9024	479024	G	6B	2	3	N	I	F	1998	80	6.00	–
TN	9025	479025	G	6B	2	2	Q	I	F	1998	100	4.34	50,260
TX	0001	480001	G	1	11	2	Q	I	F	1998	390	5.82	134,880
TX	0100	480100	S	1	2	5	N	I	–	–	–	–	–
TX	0800	480800	S	8	9	5	N	I	F	–	–	–	–
TX	0900	480900	S	9	2	5	N	I	–	–	–	–	–
TX	1039	481039	G	6B	2	3	N	I	F	1998	690	4.50	–
TX	1046	481046	G	6A	1	2	Q	I	F	1998	2,620	7.00	1,208,890
TX	1047	481047	G	1	1	2	Q	I	F	1998	2,410	7.00	1,662,560
TX	1048	481048	G	2	16	2	Q	I	F	1998	190	2.00	33,660
TX	1049	481049	G	2	14	3	N	I	F	1996	1,250	2.00	–
TX	1050	481050	G	1	6	3	N	I	F	1996	240	5.28	–
TX	1056	481056	G	1	2	3	N	I	F	1998	150	1.00	–
TX	1060	481060	G	1	2	2	Q	I	F	1998	1,040	7.00	242,720
TX	1061	481061	G	1	2	5	N	I	–	–	–	–	–
TX	1065	481065	G	1	2	3	N	I	F	1997	180	2.08	–
TX	1068	481068	G	1	2	2	Q	I	F	1998	440	5.00	111,130
TX	1069	481069	G	2	2	2	Q	I	F	1998	610	8.00	139,330
TX	1070	481070	G	2	2	3	Q	I	F	1998	670	8.00	139,330
TX	1076	481076	G	1	14	2	Q	I	F	1998	310	0.00	78,310
TX	1077	481077	G	1	2	3	N	I	F	1998	800	3.40	–
TX	1087	481087	G	1	14	3	N	I	F	1998	170	2.00	–
TX	1092	481092	G	1	2	2	Q	I	F	1998	400	6.00	74,890
TX	1093	481093	G	6B	1	2	Q	I	F	1998	1,230	6.00	265,360
TX	1094	481094	G	6B	2	3	N	I	F	1998	190	7.00	–

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
TX	1096	481096	G	1	2	2	Q	I	F	1998	430	4.86	95,520
TX	1109	481109	G	2	2	2	Q	I	F	1998	340	5.00	72,080
TX	1111	481111	G	1	2	3	N	I	F	1998	330	2.50	–
TX	1113	481113	G	6B	2	3	N	I	F	1998	520	4.00	–
TX	1116	481116	G	6S	2	3	N	I	F	1998	930	5.00	–
TX	1119	481119	G	6B	2	3	N	I	F	1998	310	4.00	–
TX	1122	481122	G	1	2	2	Q	I	F	1998	270	6.19	52,970
TX	1123	481123	G	1	1	2	Q	I	F	1993	750	6.00	274,850
TX	1130	481130	G	6B	6	2	Q	I	F	1998	170	4.50	24,610
TX	1168	481168	G	1	8	3	N	I	F	1998	20	10.00	–
TX	1169	481169	G	1	6	3	N	I	F	1998	460	3.50	–
TX	1174	481174	G	1	2	3	N	I	F	1998	280	1.80	–
TX	1178	481178	G	1	2	3	N	I	F	1995	480	10.00	–
TX	1181	481181	G	1	1	2	Q	I	F	1998	1,200	5.00	392,790
TX	1183	481183	G	1	2	3	N	I	F	1994	410	0.00	–
TX	2108	482108	G	2	2	2	Q	I	F	1998	140	0.00	32,930
TX	2133	482133	G	2	6	2	Q	I	F	1998	340	10.00	86,450
TX	2172	482172	G	2	1	2	Q	I	F	1995	1,560	3.00	381,640
TX	2176	482176	G	2	7	3	N	I	F	1998	70	2.00	–
TX	3003	483003	G	3	14	3	N	I	R	1998	360	4.00	–
TX	3010	483010	G	3	14	2	Q	I	R	1998	750	7.60	153,460
TX	3559	483559	G	2	2	2	Q	I	F	1998	220	5.50	40,440
TX	3569	483569	G	9	1	3	N	I	R	1998	2,450	3.00	–
TX	3579	483579	G	6B	6	3	N	I	F	1998	360	6.00	–
TX	3589	483589	G	3	2	3	N	I	R	1998	1,100	3.40	–
TX	3609	483609	G	1	2	3	N	I	F	1991	100	0.00	–
TX	3629	483629	G	7A	1	3	N	I	R	1996	2,020	6.00	–
TX	3669	483669	G	2	6	3	N	I	F	1998	140	4.00	–
TX	3679	483679	G	2	6	3	N	I	F	1997	180	4.00	–
TX	3689	483689	G	2	2	3	N	I	F	1998	180	0.00	–
TX	3699	483699	G	4	14	2	Q	I	R	1998	1,850	6.00	435,380
TX	3719	483719	G	5	2	3	N	I	R	1998	680	4.00	–
TX	3729	483729	G	1	2	2	Q	I	F	1998	880	2.50	110,190
TX	3739	483739	G	1	2	3	N	I	F	1998	650	5.00	–
TX	3749	483749	G	1	2	3	N	I	F	1997	210	3.00	–

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