Investigation of low-temperature cracks on selected national roads and motorways in Poland 2020

Description

The dataset contains video investigation and records of 68 road sections in various parts of Poland. Videos were recorded with the use of two cameras: 1) mounted in front of measurement vehicle, which was focused on overall view of road and 2) which was focused on pavement surface. The records are categorized according to the ID of the section given in the figure and table below. Two main technologies of asphalt concrete base were used in the sections: conventional asphalt concrete and high modulus asphalt concrete. Sections were constructed under typical contract conditions as new structures and they are in service.

Id.	Route number	Distance (km from / to)	Cracking index in		Type of asphalt base / bitumen	Year of construction	Lower PG on the level of
Id.	Route number	Distance (km from / to)	2014	2020	Type of asphalt base / bitumen	Year of construction	binder course	wearing course
1	A1	0+000 24+300	1.67	2.00	AC 35/50	2007	-22	-28
2	A1	24+300 87+800	1.17	3.33	AC 35/50	2008	-28	-28
3	A1	87+800 139+500	0.00	0.67	AC 35/50	2011	-28	-28
4	A1	245+800 261+000	0.67	1.00	AC 35/50	2012	-22	-28
5	A1	261+000 270+000	0.00	0.67	AC 35/50	2012	-22	-28
6	A1	270+000 291+000	0.00	0.33	AC 35/50	2006	-22	-28
7	A1	c 0+000 c 20+300	0.67	2.33	AC 35/50	2009	-22	-22
8	A1	a 0+000 a 15+500	0.83	2.67	AC 35/50	2007	-22	-22
9	A1	a 29+612 49+212	0.00	0.83	AC 35/50	2012	-22	-22
10	A2	301+372 343+500	0.50	5.67	AC 35/50	2006	-22	-28
11	A2	343+500 362+300	6.33	11.00	AC 35/50	2006	-22	-28
12	A6	14+200 21+900	7.83	10.33	AC 35/50	2007	-22	-28
13	S3	61+600 66+400	0.00	1.00	AC 35/50	2012	-22	-28
14	S3	0+000 28+200	0.00	1.33	AC 35/50	2010	-22	-28
15	S3	28+200 54+900	0.00	0.33	AC 35/50	2010	-22	-28
16	S3	54+900 81+600	0.00	0.33	AC 35/50	2010	-22	-28
17	S3	0+000 9+500	0.00	1.67	AC 35/50	2007	-22	-22
18	S3	0+500 18+040	0.00	1.00	AC 35/50	2014	-22	-22
19	S3	0+000 17+000	1.00	1.33	AC 35/50	2013	-22	-22
20	S3	17+000 24+500	0.00	0.80	AC 35/50	2013	-22	-22
21	S3	24+500 42+954	0.00	0.83	AC 35/50	2013	-22	-22
22	S6	0+000 9+400	0.00	1.33	AC 35/50	2012	-22	-22
23	S6	201+900 216+600	0.33	0.67	AC 35/50	2010	-22	-28
24	S7	175+800 203+600	0.00	1.00	AC 35/50	2012	-28	-28
25	S10	8+800 21+400	0.33	1.33	AC 35/50	2009	-22	-28
26	S10	0+000 12+000	0.67	7.00	AC 35/50	2010	-22	-28
27	DK16	0+000 12+400	0.00	8.00	AC 35/50	2014	-28	-28
28	DK16	162+100 180+500	2.67	3.00	AC 35/50	2010	-28	-28
29	DK16	31+500 39+700	0.00	1.00	AC 35/50	2014	-28	-28
30	DK16	0+000 4+800	0.00	0.67	AC 35/50	2012	-28	-28
31	DK40	1+000 2+460	0.67	6.67	AC 35/50	2008	-22	-22
32	DK45	82+814 86+663	0.00	14.17	AC 35/50	2011	-22	-22
33	DK45	57748 60+853	0.33	1.94	AC 35/50	2007	-22	-22
34	DK46	110+867 116+100	0.00	6.00	AC 35/50	2010	-22	-22
35	DK46	0+000 5+620	0.67	4.67	AC 35/50	2009	-22	-22
36	DK5	340+485 352+927	0.00	2.67	AC 35/50	2011	-22	-22
37	DK59	0+000 6+500	0.00	0.67	AC 35/50	2011	-28	-28
38	DK65	0+000 5+600	1.33	2.67	AC 35/50	2010	-28	-28
39	DK65	0+000 7+600	0.00	3.00	AC 35/50	2013	-28	-28
40	DK66	0+000 16+600	3.33	10.00	AC 35/50	2008	-28	-28
41	A1	151+300 186+366	0.00	2.00	HMAC HMAC 20/30	2014	-28	-28
42	A1	186+348 215+850	0.00	1.00	HMAC 20/30	2014	-28	-28
43	A1	215+850 245+800	0.17	3.33	HMAC 20/30	2012	-22	-28
44	A1	d 0+000 d 14+500	0.17	5.50	HMAC 25/55-60	2009	-22	-22
45	A1	b 0+000 b 6+030	0.00	1.67	HMAC 25/55-60	2011	-22	-22
46	A1	a 15+500 a 29+612	0.17	1.00	HMAC 25/55-60	2009	-22	-22
47	A2	257+560 303+145	0.00	0.67	HMAC 20/30	2005	-22	-28
48	A8	0+000 28+368	0.33	0.75	HMAC 25/55-60	2011	-22	-22
49	S1	0+300 2+158	0.00	1.50	HMAC 25/55-60	2004	-22	-22
50	S5	0+000 34+615	0.17	4.00	HMAC 25/55-60	2012	-22	-28
51	S7	97+866 134+903	1.33	1.33	HMAC 25/55-60	2012	-28	-28
52	S8	0+500 22+593	1.00	2.33	HMAC 20/30	2012	-22	-22
53	S8	29+800 54+910	0.50	1.33	HMAC 20/30	2012	-22	-22
54	S8	575+550 586+620	1.50	3.50	HMAC 20/30	2012	-28	-28
55	S8	614+850 639+365	3.50	3.67	HMAC 20/30	2012	-28	-28
56	S11	288+720 297+825	0.00	0.33	HMAC 20/30	2006	-22	-28
57	S11	0+000 21+940	0.33	1.17	HMAC 25/55-60	2012	-22	-28
58	DK5	370+700 389+407	0.00	1.67	HMAC 20/30	2010	-22	-22
59	DK8	648+117 654+548	8.67	9.50	HMAC 20/30	2009	-28	-28
60	DK8	717+982 723+236	5.00	6.00	HMAC 25/55-60	2005	-28	-28
61	DK15	0+000 6+260	1.67	4.00	HMAC 20/30	2005	-22	-28
62	DK19	45+700 50+700	1.33	5.33	35/50	2011	-28	-28
63	DK35	79+850 85+000	0.00	2.14	HMAC 25/55-60	2011	-22	-22
64	DK41	29+520 33+270	0.33	2.33	HMAC 20/30	2011	-22	-28
65	DK45	89+650 94+100	2.00	13.33	HMAC 20/30	2011	-22	-22
66	DK46	1+705 7+810	0.00	1.00	25-55-60	2011	-22	-28
67	DK46	7+810 20+894	1.67	5.00	HMAC 20/30	2010	-22	-28
68	DK78	0+000 5+700	0.00	4.83	HMAC 25/55-60	2010	-22	-22

Dataset file

Field_Invest_Low_Temp_Crack_Poland_2020.zip

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Attribution
Raw data:: Data contained in dataset was not processed.

Details

Year of publication:

2021

Verification date:

2021-10-21

Creation date:

2020

Dataset language:

English

Fields of science:

Civil engineering and transport (Engineering and Technology)

DOI:

10.34808/an8a-3k90

Funding:

Badania empiryczne wpływu czynników klimatycznych i materiałowych na przyrost liczby spękań niskotemperaturowych nawierzchni podatnych

Verified by:

Gdańsk University of Technology

Keywords

References

publication Comparison of low-temperature cracks intensity on pavements with high modulus asphalt concrete and conventional asphalt concrete bases

Cite as

Authors

Dawid Ryś dr hab. inż.
Department of Transportation Engineering
orcid number 0000-0002-7252-8002open in new tab
Creator

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