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Home My WebLink AboutTraffic Study 020923 TRAFFIC STUDY FOR Hamilton Station The location of the development is within the city limits of Little Rock in Pulaski County, Arkansas. The mixed-use development is proposed to be located just north of an ex- isting retail development on the north side of Cantrell Road (Highway 10) at the traffic signal controlled intersection at Taylor Loop Road. Access to the proposed site will be pro-vided via the intersection of Cantrell Road and Taylor Loop Road. The proposed development site location and vicinity are shown on Figures 1 and 2, which follow. Figure 1 – Vicinity Map SITE N ITE Landuse Code Unit Daily Rate/Equation Pass-By %In/Out Rate/Equation In/Out Rate/Equation Light Industrial 110 1000 S.F.4.96 10%88/12 0.7 13/87 0.63 Warehouse 150 1000 S.F.1.74 10%77/23 0.17 27/73 0.19 Flex Space - IND FLU PBC 1000 S.F.7.86 10%64/36 1.53 40/60 1.21 Flex Space - COM FLU PBC 1000 S.F.29.67 45%72/28 2.12 40/60 2.67 Mini-Warehouse/SS 151 1000 S.F.1.51 10%60/40 0.1 47/53 0.17 Single Family Detached 210 Dwelling Unit 10 0%25/75 0.74 63/37 Ln(T) = 0.96 Ln(X) + 0.20 Multifamily Low-Rise Housing upto 2 story (Apartment/Condo/TH)220 Dwelling Unit 7.32 0%23/77 0.46 63/37 0.56 Multifamily Mid-Rise Housing 3-10 story (Apartment/Condo/TH)221 Dwelling Unit 5.44 0%26/74 0.36 61/39 0.44 55+ SF Detached 251 Dwelling Unit 4.27 0%33/67 0.24 61/39 0.30 55+ SF Attached 252 Dwelling Unit 3.7 0%35/65 0.2 55/45 0.26 Congregate Care Facility 253 Dwelling Unit 2.02 0%60/40 0.07 53/47 0.18 Assisted Living Facility 254 Beds 2.6 0%63/37 0.19 38/62 0.26 Ldg Hotel 310 Rooms 8.36 10%59/41 0.47 51/49 0.6 Movie Theater 444 Seats 1.76 5%N/A 0 55/45 0.09 Health Club 492 1000 S.F.32.93 5%50/50 1.41 57/43 3.53 Elementary School 520 Students 1.89 0%54/46 0.67 48/52 0.17 Middle/Junior School 522 Students 2.13 0%54/46 0.58 49/51 0.17 High School 530 Students 2.03 0%67/33 0.52 48/52 0.14 Private School (K-8)534 Students Use Private K-12 rate 0%55/45 0.91 46/54 0.26 Private School (K-12)*536 Students 2.48 0%61/39 0.80 43/57 0.17 Church/Synagoguea 560 1000 S.F.6.95 5%60/40 0.33 45/55 0.49 Day Care 565 Students 4.09 50%53/47 0.78 47/53 0.79 Library 590 1000 S.F.72.05 10%71/29 1 48/52 8.16 Hospital 610 1000 S.F.10.72 10%68/32 0.89 32/68 0.97 Nursing Home 620 Beds 3.06 10%72/28 0.17 33/67 0.22 General Office (>5,000 SF GFA)710 1000 S.F.Ln(T) = 0.97 Ln(X) + 2.50 10%86/14 T = 0.94(X) + 26.49 16/84 1.15 Small Office Building (<=5,000 SF GFA)712 1000 S.F.16.19 10%83/18 1.92 32/68 2.45 Medical Office 720 1000 S.F.34.8 10%78/22 2.78 28/72 3.46 Medical Office (Reduced)b PBC 1000 S.F.17.4 10%78/22 1.39 28/72 1.73 Government Office 730 1000 S.F.22.59 10%75/25 3.34 25/75 1.71 PM Peak Hour ResidentialGr AM Peak Hour IndustrialTrip Generation Rates MedOfficeRecInstitutionalTrip Generation Rates - Mostly from ITE 10th Edition The Trip Generation, an Informational Report, published by the Institute of Transportation Engineers (ITE) and The Trip Generation Manual 10th Edition, 2017, were utilized in cal- culating the magnitude of traffic volumes expected to be generated by the proposed mixed-use development as pro- posed. These are reliable sources for this information and are universally used in the traffic engineering profession. These calculations entail applying the appropriate trip- generation rates to the land use proposed for the develop- ment. Results of these calculations are summarized on Table 1, “Summary of Trip-Generation.” These calculations indicate that approximately 294 vehicle trips per average weekday are pro-jected to be generated by the development. Of this total, approximately 52 vehicle trips are estimated during the traffic conditions of the AM peak hour and approximately 31 vehicle trips are estimated during the traffic conditions of the PM peak hour. 24-HOUR PEAK HOUR PEAK HOUR PROPOSED APPROX. ITE WEEKDAY VOLUME VOLUME LAND USE SIZE CODE VOLUME 150 28 3 3Warehouse Office 16,000 Sq.Ft. 24,000 Sq.Ft.710 266 49 28 294 52 31 PM TOTAL TRAFFIC VOLUMES AM