| Literature DB >> 19619325 |
Kelly R Evenson1, Daniela Sotres-Alvarez, Amy H Herring, Lynne Messer, Barbara A Laraia, Daniel A Rodríguez.
Abstract
BACKGROUND: Measures to assess neighborhood environments are needed to better understand the salient features that may enhance outdoor physical activities, such as walking and bicycling for transport or leisure. The purpose of this study was to derive constructs to describe neighborhoods using both primary (neighborhood audit) and secondary (geographic information systems) data.Entities:
Year: 2009 PMID: 19619325 PMCID: PMC2726116 DOI: 10.1186/1479-5868-6-44
Source DB: PubMed Journal: Int J Behav Nutr Phys Act ISSN: 1479-5868 Impact factor: 6.457
Figure 1A priori constructs to assess the neighborhood environment from Caughy et al (2001), with corresponding items from the PIN3 Neighborhood Audit instrument (item numbers specified in parentheses) or from GIS measures.
Figure 2A priori constructs to assess the neighborhood environment from Pikora et al (2002), with corresponding items from the PIN3 Neighborhood Audit instrument (item numbers specified in parentheses) or from GIS measures.
Standardized Cronbach's alpha by urbanicity and multi-group one-factor analysis§ for a priori constructs, exploratory sample (n = 6,388).
| Standardized Cronbach's Alpha§ | Goodness-of-fit for non-invariant model | Difference test‡ | ||||||
| Urban | Rural | Number of parameters | CFI > 0.95* | TLI > 0.95* | RMSEA < 0.05* | p-value | ||
| | 0.57 | 0.59 | 40 | 0.960 | 0.951 | 0.002 | <0.0001 | |
| | 0.22 | 0.34 | 34 | 0.211 | 0.096 | 0.005 | <0.0001 | |
| | 0.31 | 0.24 | 38 | 0.664 | 0.614 | 0.042 | <0.0001 | |
| | 0.39 | 0.41 | 24 | 0.774 | 0.661 | 0.006 | <0.0001 | |
| | 0.29 | 0.27 | 52 | 0.001 | 0.287 | 0.006 | <0.0001 | |
| 0.28 | 0.44 | 20 | 1 | 1 | 0 | 0.983 | ||
| | 0.18 | 0.19 | 70 | 0.791 | 0.791 | 0.004 | <0.0001 | |
| | 0.27 | 0.11 | 19 | 0.203 | 0.595 | 0.011 | <0.0001 | |
§ Data are weighted by the road segment's length.
‡ Ho: Invariance (i.e. all factor loadings and thresholds are the same by urbanicity) H1: Non invariance (i.e. different factorloadings and thresholds by urbanicity)
Abbreviations: RMSEA root mean square error of approximation, CFI comparative fit index, and TLI Tucker-Lewis index
*These are "rules of thumb" guidelines to interpret these indices (see paper for more information).
Unstandardized and standardized factor loadings for physical incivilities by urbanicity, using the exploratory sample (n = 6,388)
| 4 | Overall condition of most residential units | 1 | 1 | 0.84 | 0.63 | 0.71 | 0.39 |
| 5 | Overall condition of resident-kept grounds | 1.02 | 1.02 | 0.86 | 0.64 | 0.74 | 0.41 |
| 11 | Burned, abandoned residential units | 0.78* | 1.02* | 0.66 | 0.64 | 0.43 | 0.41 |
| 17 | Burned, abandoned nonresidential units | 0.64* | 0.93* | 0.54 | 0.58 | 0.29 | 0.34 |
| 21 | General condition of public spaces | 0.69 | 0.69 | 0.58 | 0.43 | 0.34 | 0.19 |
| 26 | Visible dogs | 0.00* | 0.73* | - | 0.46 | - | 0.21 |
| 27 | Amount of litter | 0.80* | 1.10* | 0.67 | 0.69 | 0.45 | 0.47 |
| 29 | Presence of graffiti | 0.22* | 0.85* | 0.19 | 0.53 | 0.04 | 0.28 |
| Factor mean | 0 | 0 | 0 | 0 | |||
| Factor variance | 0.707 | 0.392 | 1 | 1 | |||
* Unstandardized factor loadings are simultaneously significantly different (p < 0.05) between urban and rural segments.
‡ Ho:Partial invariance (i.e. same factor loadings and thresholds constrained to be the same)
H1: Non invariance (i.e. different factor loadings and thresholds by urbanicity)
Exploratory and confirmatory factor loadings† for four-factor models by urbanicity, for the exploratory sample (n = 6,388)
| (GIS) Cul-de-sac | -0.65 | -0.60 | -0.76 | -0.74 | ||||||||||||
| (GIS) 3-/4-way intersection | 0.38 | 0.35 | 0.44 | 0.43 | ||||||||||||
| (GIS) High speed limit | 0.70 | 0.81 | NI | 0.78 | ||||||||||||
| (4) Poor condition of residential units | 0.89 | 0.93 | 0.74 | 0.89 | ||||||||||||
| (5) Poor condition of residential grounds | 0.80 | 0.79 | 0.55 | 0.71 | ||||||||||||
| (7) Presence of porches | 0.44 | 0.57 | 0.67 | 0.56 | ||||||||||||
| (8) Presence of decoration | 0.54 | 0.98 | 0.85 | 0.99 | ||||||||||||
| (9) Presence of border | 0.47 | 0.23 | 0.33 | 0.22 | ||||||||||||
| (11) Presence of abandoned residential units | 0.60 | 0.65 | 0.62 | 0.57 | ||||||||||||
| (12) Presence of commercial use | 0.52 | 0.60 | 0.36 | 0.44 | ||||||||||||
| (15) Presence of religious structures | 0.44 | 0.48 | 0.12 | 0.00 | ||||||||||||
| (17) Presence of burned/abandoned nonresidential units | 0.32 | 0.53 | 0.60 | 0.45 | ||||||||||||
| (21) Condition of public spaces not excellent | 0.55 | 0.47 | 0.33 | 0.51 | ||||||||||||
| (22&23) Visible/active child/youth | 0.51 | 0.49 | 0.37 | 0.38 | ||||||||||||
| (22&23) Visible/active adult | 0.51 | 0.41 | 0.46 | 0.15 | ||||||||||||
| (24) Presence of neighborhood park or playground | 0.87 | 0.83 | 0.53 | 0.33 | ||||||||||||
| (26) Presence of dogs | 0.14 | 0.00 | 0.39 | 0.33 | ||||||||||||
| (27) Amount of litter | 0.56 | 0.72 | 0.73 | 0.62 | ||||||||||||
| (31) Wider sidewalk buffer | 0.60 | 0.46 | 0.45 | 0.44 | 0.39 | 0.39 | 0.65 | 0.76 | ||||||||
| (30&32) Sidewalk in good condition | 0.61 | 0.48 | 0.40 | 0.52 | 0.53 | 0.62 | 0.73 | 0.85 | ||||||||
| (34) Presence of trails | 0.48 | 0.41 | 0.18 | 0.00 | ||||||||||||
| (36) Pedestrian oriented lighting | 0.55 | 0.62 | 0.49 | 0.53 | -0.63 | -0.47 | -0.73 | -0.58 | ||||||||
| (37) Presence of bus facilities | 0.64 | 0.69 | NI | 0.00 | ||||||||||||
| (38) Many lanes to cross | 0.74 | 0.82 | 0.84 | 0.93 | ||||||||||||
| (39) Paved road | 0.49 | 0.39 | 0.79 | 0.79 | ||||||||||||
| (41) Shoulder or bike lane | 0.47 | 0.64 | 0.71 | 0.62 | ||||||||||||
| (42) On-street parking allowed | 0.42 | 0.35 | 0.54 | 0.76 | ||||||||||||
| (43_4) Pavement markings, crosswalk | 0.85 | 0.82 | NI | 0.62 | ||||||||||||
| (43_5) Yield to pedestrian paddles, signal, crossing street sign | 0.77 | 0.78 | 0.35 | 0.56 | 0.28 | 0.38 | 0.60 | 0.48 | ||||||||
| (43_12) Neighborhood entrance sign | 0.74 | 0.80 | 0.45 | 0.50 | ||||||||||||
| (43_14) No trespassing sign | 0.42 | 0.34 | 0.63 | 0.52 | ||||||||||||
| (43††) Control devices oriented for cars | 0.46 | 0.47 | 0.45 | 0.25 | ||||||||||||
† Fifteen items with EFA factor loadings < 0.4 were excluded from the table: short segment (GIS), steep segment (GIS), type of front yard (#6), security warning sign (#10), industrial land (#13), agricultural land (#14), home business (#18), vacant or underdeveloped land (#19), graffiti (#29), footpath (#33), trees (#35), road oriented lighting (#36), neighborhood crime watch (#43_13), beware of dog or invisible fence signs (#43_15), and signs for cars regarding bike/pedestrian (combined index from #43_2, #43_6, and #43_7).
NI Not included because residual variances were negative due to small cell count.
The eigenvalues of the correlation matrix for the EFA in urban segments were 7.3, 5.6, 4.2, and 2.9 and in rural segments were 7.4, 5.1, 3.7, and 3.4 for arterial or thoroughfare, walkable neighborhood, physical incivilities, and decoration, respectively.
Correlated errors: cul-de-sac with speed; visible/active child/youth with visible/active audlts; sidewalk buffer with sidewalk condition.
†† Derived as a count for presence of traffic lights, stop signs, speed bumps, median/traffic islands, and curb extensions (#43_1, 43_3, 43_9, 43_10, and 43_11).
*The item number corresponds to the question number in supplementary file #1.
Standardized Cronbach's alpha and confirmatory factor analysis for constructs derived from EFA and Pearson correlation coefficients, exploratory sample (n = 6,388)
| # parameters | CFI > 0.95 | TLI > 0.95 | RMSEA < 0.05 | # parameters | CFI > 0.95 | TLI > 0.95 | RMSEA < 0.05 | ||||
| Arterial or thoroughfare | 13 | 0.73 | 0.64 | 34 | 0.922 | 0.927 | 0.003 | 33 | 0.910 | 0.904 | 0.003 |
| Walkable neighborhood | 11 | 0.67 | 0.60 | 32 | 0.881 | 0.909 | 0.003 | 31 | 0.924 | 0.930 | 0.002 |
| Physical incivilities | 9 | 0.61 | 0.69 | 21 | 0.980 | 0.980 | 0.002 | 22 | 0.934 | 0.922 | 0.002 |
| Decoration | 3 | 0.43 | 0.48 | 9 | 1 | 1 | 0 | 9 | 1 | 1 | 0 |
| 32 | - | - | 93 | 0.77 | 0.79 | 0.003 | 91 | 0.63 | 0.63 | 0.004 | |
| Arterial or toroughfare | Walkable nighborhood | Physical incivilities | Decoration | Arterial or thoroughfare | Walkable nighborhood | Physical incivilities | Decoration | ||||
| Arterial or thoroughfare | 1 | 1 | |||||||||
| Walkable neighborhood | -0.07 | 1 | -0.26 | 1 | |||||||
| Physical incivilities | 0.25 | -0.12 | 1 | 0.00 | -0.55 | 1 | |||||
| Decoration | -0.19 | -0.24 | -0.38 | 1 | 0.16 | -0.07 | -0.35 | 1 | |||
§Data are weighted by the road segment's length.
In the 4-factor model, there were 32 items instead of 36 because 4 items (#31 sidewalk buffer, #30/32 sidewalk condition, #36 pedestrian oriented lighting, and #43_5 presence of pedestrian yield signs) loaded on several factors.
Abbreviations: RMSEA root mean square error of approximation, CFI comparative fit index, and TLI Tucker-Lewis
*These are "rules of thumb" guidelines to interpret these indices (see paper for more information).
Goodness-of-fit for multiple-group confirmatory factor analysis§: exploratory vs. validation samples†
| # parameters | CFI > 0.95 | TLI > 0.95 | RMSEA < 0.05 | Difference test‡ | # parameters | CFI > 0.95 | TLI > 0.95 | RMSEA < 0.05 | Difference test‡ | |
| Arterial or thoroughfare | 34 | 0.956 | 0.958 | 0.003 | 0.648 | 33 | 1.000 | 1.000 | <0.001 | 0.972 |
| Walkable neighborhood | 32 | 0.953 | 0.953 | 0.002 | 0.743 | 31 | 0.888 | 0.888 | 0.003 | 0.549 |
| Physical incivilities | 21 | 0.983 | 0.984 | 0.001 | 0.669 | 22 | 0.985 | 0.984 | 0.003 | 0.855 |
| Decoration | 9 | 1.000 | 1.000 | <0.001 | 0.852 | 9 | 1.000 | 1.000 | <0.001 | 0.809 |
§ Data are weighted by the road segment's length.
† In urban areas: 7,660 road segments (4,537 and 3,123 in exploratory and validation subsamples). In rural areas: 3,110 road segments (1,851 and 1,259 in exploratory and validation samples).
‡ Ho: Invariance (i.e. all factor loadings, thresholds and correlated errors are the same) H1: Non invariance (i.e. different factor loadings, thresholds and correlated errors by sample).
Abbreviations: RMSEA root mean square error of approximation, CFI comparative fit index, and TLI Tucker-Lewis index
*These are "rules of thumb" guidelines to interpret these indices (see paper for more information).
Two-week test-retest reliability using Spearman correlation coefficients with 95% confidence intervals (CI)
| Arterial or thoroughfare | 0.96 (0.94, 0.97) | 0.96 (0.95, 0.97) |
| Walkable neighborhood | 0.79 (0.75, 0.84) | 0.82 (0.77, 0.86) |
| Physical incivilities | 0.78 (0.73, 0.82) | 0.77 (0.71, 0.82) |
| Decoration | 0.50 (0.38, 0.60) | 0.39 (0.25, 0.52) |