Talk:K-140 (Kansas highway)

From Wikipedia, the free encyclopedia

K-140 (Kansas highway) has been listed as one of the Engineering and technology good articles under the good article criteria. If you can improve it further, please do so. If it no longer meets these criteria, you can reassess it.

Article milestones
Date	Process	Result
January 24, 2013	Good article nominee	Listed

A fact from this article appeared on Wikipedia's Main Page in the "Did you know?" column on February 24, 2013.

The text of the entry was: Did you know ... that Kansas highway K-140's route (shield pictured) was originally established in 1925 as U.S. Route 40S?

U.S. Roads: State highways / Kansas Mid‑importance

This article is within the scope of the U.S. Roads WikiProject, an attempt to build a comprehensive and detailed guide to state highways and other major roads in the United States. If you would like to participate, you can edit the article attached to this page, or visit the project page, where you can join the project and/or contribute to the discussion.U.S. RoadsWikipedia:WikiProject U.S. RoadsTemplate:WikiProject U.S. RoadsU.S. road transport

Mid

This article has been rated as Mid-importance on the project's importance scale.

Topics

U.S. state highways

Locations

Kansas

This article has a map. If the file has an error, please work with the Maps department to correct it.

This article has a junction list compliant with the Manual of Style on road junction lists.

This article has a KML file. If the file has an error, please work with the Maps department to correct it.

An editor has requested that an image or photograph be added to this article. Wikipedians in Kansas may be able to help!

Article recognition:

	A fact from this article was featured on the Did you know? section of the U.S. Roads Portal in July 2013.

Kansas Low‑importance

	Kansas portal This article is within the scope of WikiProject Kansas, a collaborative effort to improve the coverage of the U.S. state of Kansas on Wikipedia. If you would like to participate, please visit the project page, where you can join the discussion and see a list of open tasks.KansasWikipedia:WikiProject KansasTemplate:WikiProject KansasKansas
Low	This article has been rated as Low-importance on the project's importance scale.

DYK nomination

GA Review

GA toolbox
Copyvio detector Authorship External links
Reviewing
Templates Criteria Instructions

This review is transcluded from Talk:K-140 (Kansas highway)/GA1. The edit link for this section can be used to add comments to the review.

Reviewer: TCN7JM (talk · contribs) 22:18, 24 January 2013 (UTC)[reply]

I would love to review this article. –TC N7 JM 22:18, 24 January 2013 (UTC)[reply]

Lead

"rural land between Ellsworth, Kansas and Salina, Kansas." You mentioned in the previous sentence that the highway was in Kansas, so adding the state after either city is redundant.
- Fixed. Ks0stm ^{(T•C•G•E)} 23:28, 24 January 2013 (UTC)[reply]

Route description

There are three instances in the first paragraph in which the citations are not in numeric order.
- Fixed. Ks0stm ^{(T•C•G•E)} 23:28, 24 January 2013 (UTC)[reply]
"Just after passing through Carneiro K-140..." This would read better with a comma.
- Won't fix I would say yes if it were like that, but when you take the sentence as a whole it sounds worse with the comma to my ears. Ks0stm ^{(T•C•G•E)} 00:08, 25 January 2013 (UTC)[reply]
"After traveling 1.001 miles (1.611 km) through the city of Brookville..." This seems too precise. Saying it's approximately one mile using {{convert/spell}} will suffice.
- Fixed. Ks0stm ^{(T•C•G•E)} 23:28, 24 January 2013 (UTC)[reply]
Refs. 1 and 2 seem to be a bit over-cited. You do not need a Google Maps citation after every sentence. One at the end of the paragraph is fine.
- Won't fix I cite after each sentence in which a source is used because I do not use the sources universally throughout paragraphs. I use ref 1 for some sentences, ref 2 for some sentences, and both for some sentences. Ks0stm ^{(T•C•G•E)} 23:28, 24 January 2013 (UTC)[reply]
"Rural farmland" is redundant.
- Fixed. Ks0stm ^{(T•C•G•E)} 23:28, 24 January 2013 (UTC)[reply]
First sentence in the final paragraph seems like a WP:OVERLINK violation. I don't think either pavement or concrete needs to be linked.
- Fixed. Ks0stm ^{(T•C•G•E)} 23:28, 24 January 2013 (UTC)[reply]
The preciseness in the traffic info...just...seems way too technical. Is it necessary for you to have high/lows for every single piece of the highway with measurements down to the hundredth of a mile? It seems like overkill.
- Kinda fixed. Ks0stm ^{(T•C•G•E)} 23:36, 24 January 2013 (UTC)[reply]

History

More numerical order errors...
- Fixed. Ks0stm ^{(T•C•G•E)} 23:46, 24 January 2013 (UTC)[reply]
"was established in the 1926..." And we live in the 2013. :p
- Fixed. Ks0stm ^{(T•C•G•E)} 23:46, 24 January 2013 (UTC)[reply]
There's nothing concerning pavement. This road was first designated in 1926, so there probably wasn't yet a standard for paving U.S. Routes.
- Fixed. I added what I could...if there's any more history that could be added it's buried deep in microfilm archives of The Salina Journal. Ks0stm ^{(T•C•G•E)} 00:07, 25 January 2013 (UTC)[reply]
Again, you should probably throw Ref. 6 out the window. It's likely a SPS.
- Done, let me know if the new one is acceptable instead. Ks0stm ^{(T•C•G•E)} 00:07, 25 January 2013 (UTC)[reply]
  - Looks good to me. –TC N7 JM 00:20, 25 January 2013 (UTC)[reply]

Major intersections

No outstanding errors.

References

No problems with dead links, verifiability, or plagiarism, now that the SPS is gone. –TC N7 JM 00:20, 25 January 2013 (UTC)[reply]

Final verdict

It is reasonably well written.
a (prose): b (MoS for lead, layout, word choice, fiction, and lists):
It is factually accurate and verifiable.
a (reference section): b (citations to reliable sources): c (OR):
It is broad in its coverage.
a (major aspects): b (focused):
It follows the neutral point of view policy.
Fair representation without bias:
It is stable.
No edit wars, etc.:
It is illustrated by images and other media, where possible and appropriate.
a (images are tagged and non-free content have fair use rationales): b (appropriate use with suitable captions):
Inappropriate due to lack to images
Overall: My concerns have been addressed. I feel this meets the Good Article criteria.
Pass/Fail:

Ellsworth County PMIS Query data
Date: 07/19/2012 2012 Distress State, Performance Level and Distress Data Listing Page:1 ( Location References are in English units and Pavement Condition Measurements are in English units. ) <-PMS Seg.ID.No.--> LogPoint Dis P Pr Pv Prof ROUGHNESS Surv <----- FLEXIBLE DISTRESS -----> <- RIGID DISTRESS-> Co.<Route><iLP><L> Beg. End St L FY RC Ty AADT EAL Date iriL iriR Date Rt Fc1 Fc2 Fc3 Fc4 T0 T1 T2 T3 Bc F F1 F2 F3 J1J2J3J4 ---------------------------------------------------------------\| in/mi \|-------\|lin.ft{wp}/100f\|-----------------\| % \|------- 0.406 ECL ELLSWORTH 001 - 0.580 027(K140-0)0001(0) 0.406-1.000 131 2 _ 10 CO 781 94 5/16 93 100 4/03 _ _ 19 _ _ _ _ 57 _ _ * * * * * * * * 0.495 K140/K156 001 - 0.491 027(K140-0)0102(0) 1.000-2.000 131 2 _ 10 CO 730 100 5/16 77 81 4/03 _ _ _ _ _ _ _ 70 03 _ 027(K140-0)0203(0) 2.000-3.000 131 2 _ 10 CO 730 100 5/16 79 78 4/03 _ _ _ _ _ _ _ 77 _ _ 027(K140-0)0304(0) 3.000-4.000 131 2 _ 10 CO 730 100 5/16 80 76 4/03 _ _ _ _ _ _ 02 65 _ _ 027(K140-0)0405(0) 4.000-5.000 131 2 _ 10 CO 745 98 5/16 71 77 4/03 _ _ _ _ _ _ _ 63 _ _ 4.014 K111/K140 004 + 0.065 027(K140-0)0506(0) 5.000-6.000 131 2 _ 10 CO 631 96 5/16 65 68 4/03 _ _ _ _ _ _ _ 40 _ _ 5.264 RS1002 005 + 0.264 027(K140-0)0607(0) 6.000-7.000 131 2 _ 10 CO 590 95 5/16 68 70 4/03 _ _ _ _ _ _ 03 38 _ _ 027(K140-0)0708(0) 7.000-8.000 131 2 _ 10 CO 590 95 5/16 68 68 4/03 _ _ _ _ _ _ _ 50 _ _ 027(K140-0)0809(0) 8.000-9.000 131 2 _ 10 CO 590 95 5/16 70 70 4/03 _ _ _ _ _ _ 02 35 _ _ 027(K140-0)0910(0) 9.000-10.000 131 2 _ 10 CO 590 95 5/16 67 67 4/03 _ _ _ _ _ _ 02 30 03 _ 027(K140-0)1011(0) 10.000-11.000 131 2 _ 10 CO 590 95 5/16 71 77 4/03 _ _ _ _ _ _ _ 47 03 _ 11.000 RS1751 011 + 0.059 027(K140-0)1112(0) 11.000-12.000 131 2 _ 9 CO 650 86 5/16 68 73 4/03 _ _ 83 _ _ _ _ 48 _ _ 027(K140-0)1213(0) 12.000-13.000 131 2 _ 9 CO 650 86 5/16 78 68 4/03 01 _ _ _ _ _ _ 48 _ _ 027(K140-0)1314(0) 13.000-14.000 131 2 _ 9 CO 650 87 5/16 69 72 4/03 01 _ 25 _ _ _ _ 45 _ _ 13.931 K140/K141 014 - 0.098 027(K140-0)1415(0) 14.000-15.000 131 2 _ 10 CO 815 92 5/16 67 79 4/03 01 _ 25 _ _ _ _ 55 _ _ 027(K140-0)1516(0) 15.000-16.445 131 2 _ 10 CO 940 96 5/16 72 88 4/03 01 _ _ _ _ _ 02 30 _ _ 16.445 E CO L 016 + 0.334

Ellsworth County PMIS Query data

Date: 07/19/2012                    2012 Distress State, Performance Level and Distress Data Listing                      Page:1
                  ( Location References are in English units and Pavement Condition Measurements are in English units. )
<-PMS Seg.ID.No.-->  LogPoint    Dis P Pr    Pv            Prof ROUGHNESS Surv    <----- FLEXIBLE DISTRESS -----> <- RIGID DISTRESS->
Co.<Route><iLP><L>   Beg. End    St  L FY RC Ty  AADT EAL  Date iriL iriR Date Rt Fc1 Fc2 Fc3 Fc4 T0 T1 T2 T3 Bc  F F1 F2 F3 J1J2J3J4
---------------------------------------------------------------|  in/mi  |-------|lin.ft{wp}/100f|-----------------|    %   |-------
                    0.406  ECL ELLSWORTH    001 - 0.580   
027(K140-0)0001(0)  0.406-1.000  131 2  _ 10 CO   781 94   5/16   93  100 4/03  _   _  19   _   _  _  _ 57  _  _  *  *  *  * * * * *
                    0.495  K140/K156        001 - 0.491   
027(K140-0)0102(0)  1.000-2.000  131 2  _ 10 CO   730 100  5/16   77   81 4/03  _   _   _   _   _  _  _ 70 03  _
027(K140-0)0203(0)  2.000-3.000  131 2  _ 10 CO   730 100  5/16   79   78 4/03  _   _   _   _   _  _  _ 77  _  _
027(K140-0)0304(0)  3.000-4.000  131 2  _ 10 CO   730 100  5/16   80   76 4/03  _   _   _   _   _  _ 02 65  _  _
027(K140-0)0405(0)  4.000-5.000  131 2  _ 10 CO   745 98   5/16   71   77 4/03  _   _   _   _   _  _  _ 63  _  _
                    4.014  K111/K140        004 + 0.065   
027(K140-0)0506(0)  5.000-6.000  131 2  _ 10 CO   631 96   5/16   65   68 4/03  _   _   _   _   _  _  _ 40  _  _
                    5.264  RS1002           005 + 0.264   
027(K140-0)0607(0)  6.000-7.000  131 2  _ 10 CO   590 95   5/16   68   70 4/03  _   _   _   _   _  _ 03 38  _  _
027(K140-0)0708(0)  7.000-8.000  131 2  _ 10 CO   590 95   5/16   68   68 4/03  _   _   _   _   _  _  _ 50  _  _
027(K140-0)0809(0)  8.000-9.000  131 2  _ 10 CO   590 95   5/16   70   70 4/03  _   _   _   _   _  _ 02 35  _  _
027(K140-0)0910(0)  9.000-10.000 131 2  _ 10 CO   590 95   5/16   67   67 4/03  _   _   _   _   _  _ 02 30 03  _
027(K140-0)1011(0) 10.000-11.000 131 2  _ 10 CO   590 95   5/16   71   77 4/03  _   _   _   _   _  _  _ 47 03  _
                   11.000  RS1751           011 + 0.059   
027(K140-0)1112(0) 11.000-12.000 131 2  _  9 CO   650 86   5/16   68   73 4/03  _   _  83   _   _  _  _ 48  _  _
027(K140-0)1213(0) 12.000-13.000 131 2  _  9 CO   650 86   5/16   78   68 4/03 01   _   _   _   _  _  _ 48  _  _
027(K140-0)1314(0) 13.000-14.000 131 2  _  9 CO   650 87   5/16   69   72 4/03 01   _  25   _   _  _  _ 45  _  _
                   13.931  K140/K141        014 - 0.098   
027(K140-0)1415(0) 14.000-15.000 131 2  _ 10 CO   815 92   5/16   67   79 4/03 01   _  25   _   _  _  _ 55  _  _
027(K140-0)1516(0) 15.000-16.445 131 2  _ 10 CO   940 96   5/16   72   88 4/03 01   _   _   _   _  _ 02 30  _  _
                   16.445  E CO L           016 + 0.334

Saline County PMIS Query data
Date: 07/19/2012 2012 Distress State, Performance Level and Distress Data Listing Page:1 ( Location References are in English units and Pavement Condition Measurements are in English units. ) <-PMS Seg.ID.No.--> LogPoint Dis P Pr Pv Prof ROUGHNESS Surv <----- FLEXIBLE DISTRESS -----> <- RIGID DISTRESS-> Co.<Route><iLP><L> Beg. End St L FY RC Ty AADT EAL Date iriL iriR Date Rt Fc1 Fc2 Fc3 Fc4 T0 T1 T2 T3 Bc F F1 F2 F3 J1J2J3J4 ---------------------------------------------------------------\| in/mi \|-------\|lin.ft{wp}/100f\|-----------------\| % \|------- 0.000 W CO L 017 - 0.646 085(K140-0)0001(0) 0.000-1.000 131 2 _ 10 CO 940 97 5/16 60 62 4/03 _ _ _ _ _ _ _ 45 _ _ 085(K140-0)0102(0) 1.000-2.000 131 2 _ 10 CO 940 97 5/16 63 61 4/03 _ _ _ _ _ _ _ 48 _ _ 085(K140-0)0203(0) 2.000-3.246 121 1 _ 10 CO 940 96 5/16 62 63 4/03 _ _ _ _ _ 25 _ 25 _ _ 3.246 WCL BROOKVILLE 020 - 0.366 085(K140-0)0304(0) 3.246-4.267 121 1 _ 10 CO 1131 115 5/16 53 63 4/03 _ _ _ _ _ 23 03 13 _ _ 3.573 PERRY 020 - 0.039 4.267 ECL BROOKVILLE 021 - 0.332 085(K140-0)0405(0) 4.267-5.000 121 1 _ 10 CO 1146 115 5/16 56 62 4/03 _ _ _ _ _ 03 42 Crack _ 085(K140-0)0506(0) 5.000-6.000 131 2 _ 10 CO 1145 117 5/16 54 61 4/03 _ _ _ _ _ 07 30 30 _ _ 085(K140-0)0607(0) 6.000-7.000 121 1 _ 10 CO 1145 117 5/16 53 56 4/03 _ _ _ _ _ _ 42 13 _ _ 085(K140-0)0708(0) 7.000-8.000 121 1 _ 10 CO 1145 117 5/16 57 59 4/03 _ _ _ _ _ _ 63 03 _ _ 085(K140-0)0809(0) 8.000-9.000 121 1 _ 10 CO 1145 117 5/16 59 56 4/03 _ _ _ _ _ _ 28 03 _ _ 085(K140-0)0910(0) 9.000-10.000 121 1 _ 10 CO 1155 119 5/16 64 64 4/03 _ _ _ _ _ _ 38 03 _ _ * * * * * * * * 9.764 RS522 026 + 0.180 085(K140-0)1011(0) 10.000-11.000 121 1 _ 10 CO 1185 129 5/16 64 67 4/03 _ _ _ _ _ _ 37 02 _ _ * * * * * * * * 085(K140-0)1112(0) 11.000-12.000 121 1 _ 10 CO 1185 129 5/16 75 74 4/03 _ _ _ _ _ _ 42 03 _ _ 085(K140-0)1213(0) 12.000-13.000 121 1 _ 10 CO 1185 129 5/16 74 66 4/03 _ _ _ _ _ _ 20 15 _ _ 085(K140-0)1314(0) 13.000-14.000 121 1 _ 10 CO 1200 128 5/16 77 73 4/03 _ _ _ _ _ _ 52 Crack _ 13.764 RS1057 030 + 0.263 085(K140-0)1415(0) 14.000-15.000 121 1 _ 10 CO 845 124 5/16 86 65 4/03 _ _ _ _ _ _ 67 03 _ _ 14.264 RS450 031 - 0.234 085(K140-0)1516(0) 15.000-16.525 121 1 _ 10 CO 700 120 5/16 78 69 4/03 _ _ 17 _ _ _ 60 Crack _ 085(K140-0)1616(0) 16.525-16.769 111 1 _ 10 CO 1193 139 5/16 89 92 4/03 _ _ _ _ _ _ 22 Crack _ * * * * * * * * 16.769 I135/K140 033 + 0.262

Saline County PMIS Query data

Date: 07/19/2012                    2012 Distress State, Performance Level and Distress Data Listing                      Page:1
                  ( Location References are in English units and Pavement Condition Measurements are in English units. )
<-PMS Seg.ID.No.-->  LogPoint    Dis P Pr    Pv            Prof ROUGHNESS Surv    <----- FLEXIBLE DISTRESS -----> <- RIGID DISTRESS->
Co.<Route><iLP><L>   Beg. End    St  L FY RC Ty  AADT EAL  Date iriL iriR Date Rt Fc1 Fc2 Fc3 Fc4 T0 T1 T2 T3 Bc  F F1 F2 F3 J1J2J3J4
---------------------------------------------------------------|  in/mi  |-------|lin.ft{wp}/100f|-----------------|    %   |-------
                    0.000  W CO L           017 - 0.646   
085(K140-0)0001(0)  0.000-1.000  131 2  _ 10 CO   940 97   5/16   60   62 4/03  _   _   _   _   _  _  _ 45  _  _
085(K140-0)0102(0)  1.000-2.000  131 2  _ 10 CO   940 97   5/16   63   61 4/03  _   _   _   _   _  _  _ 48  _  _
085(K140-0)0203(0)  2.000-3.246  121 1  _ 10 CO   940 96   5/16   62   63 4/03  _   _   _   _   _ 25  _ 25  _  _
                    3.246  WCL BROOKVILLE   020 - 0.366   
085(K140-0)0304(0)  3.246-4.267  121 1  _ 10 CO  1131 115  5/16   53   63 4/03  _   _   _   _   _ 23 03 13  _  _
                    3.573  PERRY            020 - 0.039   
                    4.267  ECL BROOKVILLE   021 - 0.332   
085(K140-0)0405(0)  4.267-5.000  121 1  _ 10 CO  1146 115  5/16   56   62 4/03  _   _   _   _   _ 03 42 Crack  _
085(K140-0)0506(0)  5.000-6.000  131 2  _ 10 CO  1145 117  5/16   54   61 4/03  _   _   _   _   _ 07 30 30  _  _
085(K140-0)0607(0)  6.000-7.000  121 1  _ 10 CO  1145 117  5/16   53   56 4/03  _   _   _   _   _  _ 42 13  _  _
085(K140-0)0708(0)  7.000-8.000  121 1  _ 10 CO  1145 117  5/16   57   59 4/03  _   _   _   _   _  _ 63 03  _  _
085(K140-0)0809(0)  8.000-9.000  121 1  _ 10 CO  1145 117  5/16   59   56 4/03  _   _   _   _   _  _ 28 03  _  _
085(K140-0)0910(0)  9.000-10.000 121 1  _ 10 CO  1155 119  5/16   64   64 4/03  _   _   _   _   _  _ 38 03  _  _  *  *  *  * * * * *
                    9.764  RS522            026 + 0.180   
085(K140-0)1011(0) 10.000-11.000 121 1  _ 10 CO  1185 129  5/16   64   67 4/03  _   _   _   _   _  _ 37 02  _  _  *  *  *  * * * * *
085(K140-0)1112(0) 11.000-12.000 121 1  _ 10 CO  1185 129  5/16   75   74 4/03  _   _   _   _   _  _ 42 03  _  _
085(K140-0)1213(0) 12.000-13.000 121 1  _ 10 CO  1185 129  5/16   74   66 4/03  _   _   _   _   _  _ 20 15  _  _
085(K140-0)1314(0) 13.000-14.000 121 1  _ 10 CO  1200 128  5/16   77   73 4/03  _   _   _   _   _  _ 52 Crack  _
                   13.764  RS1057           030 + 0.263   
085(K140-0)1415(0) 14.000-15.000 121 1  _ 10 CO   845 124  5/16   86   65 4/03  _   _   _   _   _  _ 67 03  _  _
                   14.264  RS450            031 - 0.234   
085(K140-0)1516(0) 15.000-16.525 121 1  _ 10 CO   700 120  5/16   78   69 4/03  _   _  17   _   _  _ 60 Crack  _
085(K140-0)1616(0) 16.525-16.769 111 1  _ 10 CO  1193 139  5/16   89   92 4/03  _   _   _   _   _  _ 22 Crack  _  *  *  *  * * * * *
                   16.769  I135/K140        033 + 0.262