Restoring Historic Brick Streets

Total Page:16

File Type:pdf, Size:1020Kb

Restoring Historic Brick Streets Acknowledgments T his puhli c1tion W8S made possible hy an Historic Preservation Ed ucarion G rant from Hisroric Landmark s Foundation of Indiana, the Indiana Hum,miries Counc il and the Narion81 Endowment for the Humanities. Durable Goods: HI5lORJC LA"ID,\NIRKS FOUNDATION OF INDIANA Indiana Humanities Council In partnership with the National Endowment for the Humanities . ,. 1, . '\00 .. , . " , Published by: (photo courtesy of Martin Blakley) West Central Neigh borhood Associatio n PO. Box 13151 Fort Way ne, Indiana 46867 -3151 (260) 385-9378 c C) \V IV W. wcstcentra lne ighborh ood.org w Restoring ~ < l0 ""r-­ Historic Brick ~ '-0 ...2 CX) '-0 '" -q­ ..£....c c::." 'vtJ1J -eG Streets z ~ C ARCH, Inc. l0 ~ c;~17 43 7 E. Berry Sr. t:: ...--. c: E1'l9\ Fort Wayne, Indiana 46802 ~ x ;; (260) 426 -5117 U dS:3 ARCH~ .-_....__... ._. " . w\Vw.archfw . ( ) I }~ .. , .... '''~' .... CI' 0. (.;OtTImonllY Heftlage 0 :3o..:LL~ ~ rst step towa rL1 restoring a brick street to its prop­ A nother way to get sa lvaged l)[[cks at little or no cost The Benefits er integrity is to conduct a survey of the overall condi­ is to be aware of utility work be ing do ne o n concrete tions of the street, curbs and guttering. It may be that o r asphalt streets. Sometimes excavati on work is of more than JU St the street needs to be repa ired and a requ ired, a nd if below the paved surface is a n old brick comprehensive repair of street, the pavers wi ll be dug out a long with the rest of Restoring Brick Streets all elements needs to he the street. Don't forget, [00, that vvhen repairing a done. If a street has street, mos t of the existing pavers can be saved to be only a few patches [0 be put hack into the street. Many cities and towns across the United S tates are leveled or concrete or recogni zi ng the valuable resources they have in the ir aspha lt to be removed , historic brick streets. The streets help to define the it is easy enough to do historic character of older Area filled in with asphalt spot repairs. However, (photo by Jill Downs) neighborhoods, and their it may be the case that a durability speaks for street has so many areas to be repaired that it is better themselves. In some com­ to remove and re- Iay the entire sec tion of street. munities, ordinances have been enacted to protect It is a lso poss ible thar a bri ck the integrity of their street may have lost muc h of its original materia l due to streets and others have ill-conceived patching or its developed comprehensive historic surroundings have brick street restorati on Volunteers help to clean dis<lppea red that it may nor salvaged bricks plans. An added benefit be worthwhile to repa ir the (phOIO by Jill Downs) of restored brick streets is street CI t a ll. This street that they often spur potentia ll y may become a increased rede\'elupment so urce of sa lvaged brick (photo by Jill Downs) Possible funding sources acti vity and historic home pavers for use in other Utility cut repaired with concrete (photo by Jill Downs) rehabilitation in the immediate area. streets. include: Based upon the results of the assessment, develop a 1. Munic ipa l gm'ernment street repa ir funds Street Assessment plan for phased restoratio n, beginning with the worst o r most important street(s) first. The remain ing streets 2. Federal Tr,lnsportation Enhancement Br ick streets req uire res toration due to a few factors. should be prioritized after these. program funds Over time, the base that the bricks lay on may dete­ riorate to the puint that it can no longer support the 3. Community Development Block G rant we ight of the bricks. Financial Considerations (CDBG) funds This res ults in ,1 eol­ 4. County Econo mic Development Income lapse and appears as The initi <l l C(lst to repa ir a brick street is high, bu t Tax funds a sunken section of \'v hen it is compared over time to that of severa l street. Frequently, pavings llf the same street in asph,t1t, the cOSt i, Cll mpa­ 5. Other munic ip,t1 funding sources this area then gets rable. T he most ex pensive cll mponent of brick street 6. G rants filled in wi th repair is lahor. l-kmy communities have saved on this Collapsed area of brick street asphalt. O ther expense by organizing ,I vlliunteer work fmce to he lp 7. O ther donations (photo by Jill Downs) times, utility cuts in with the repair efforr . Costs may a lso be saved by sa l­ 8. R,lffl es Cl nd other lik e fund -ra ise rs brick streets get repaired with asphalt or concrete. vaging hrick pavers relther than purchasing them from a 9. Specia l tax assess ment fo r those affected While th is generall y results in <1 level surface, it also suppl ie r. O ne wa y to d() this is [() S,lcrifice a brick compromises the historic appearance of the street. street or a ll ey to provid e pa\'ers for anothe r. by the pmject Coordinating Efforts Basic Brick Street taken out of the street will be salvageable for reuse, so d ,urplus supply will need to be Brick street restoration takes th e coordination of Construction on hand. many entities including several departments, such as There are four compon ents that constitute a brick street. 3. Remove bricks from area. Pry out the first street, engineering, a nd right-of-way, within a munic­ They are: row by hand using pry bars then use a back ipal government. hoe to carefully pop out the rest. Do not cut 1. Grout - The fi nished brick surface should the bricks - leave a "toothed" edge. It is also best to consult with utilities provide rs [0 be grouted with sand or with a dry mixture determine whether any underground utilities may of sand and Portland cement in a 2: 1 ratio. 4. Scrape bricks of any caked-on dirt or n eed replacing or upgrad ing prior to restoring a brick It is brushed into place with a stiff push broom. concrere and swck them (no more than 5 street. It would be deuimental to fix the street only 2. Brick paver layer (4 inches) - A typ ical brick layers high or a [Owl of 350 bricks) on (0 have it be torn up in a few years to lay a new paver is about 8.5 in. X 3.5 in. X 4 in. About pallets, alternating the course of each layer, sewer line. 4.5 [05 bricks are n eeded to cover one square for reuse. foot of area. Volunteers cleaning Volunteers can be recruited to do many jo bs related bricks after removal to brick street restoration. T hey can help clean and from street (photo stack salvaged bri cks for future use, and they can by Jill Downs) remove, clean and stack bricks from a street to be repaired. They can also help re-lay the bri cks and brush in the grout. 5. Using a backhoe, excavate the repair area to Brick Storage a depth of one foot from the top surface of the street. This will allow room for the 6-inch Brick pavers should be stacked no more than fi ve lay­ concrete base, th e 2-inch layer of sand, and ers high (or no more than 350 bricks ) onto pall ets. (photo by Jason Swisher) the 4-inch brick layer. Reverse the course of each layer. W rap th e pallets in shrink wrap to keep the bricks from falling off the 6. Pour the concrete base (6 inches). Using a 3. Sand layer (2 inch es) pallet when being transported. If using wooden pal­ stiff garden rake or 2 x4s as screed boards, 4. Concrete base (6 inches) - Cuncrete is the lets, it is best to store the stacked brick pavers in an level the concrete to a comistent 6 inches most durable base for a brick street. indoor facility. below the top surface of the street. Let the concrete solidify before moving to the next step. Repair Process 1. Dete rmine size of aree) to be repaired. 2. Calculate n umber of bricks an d volume of sa nd and concrete n eeded for area. Application of th e concrete layer The wooden Example of "toothed"edge after structure used here is helping to assure a uni­ Cleaned. salvaged bricks stacked on a wooden palle t Remember that removing bricks form depth of concrete from the street surface (photo by Jill Downs) nut every brick (photo by Jason SWisher) (photo by Jill Downs) 7. Add the sand layer (2 inches). Using 2x4s as 10. Mist the street surface with warer ttl fini ::. h screed boards, level the sa nd with the crown nf se tr! ing the grout. Salvaged Brick Pavers the street. Compact the sand with C1 tamper llr plate compactor. Suppliers Gavin Historical Bricks (John Gavin) Iowa City, Iowa (319) 354-5251 www.historicalbricks.com Chicago Antique Brick, Inc. Screeding of the sand layer (photo by Jason Swisher) Chicago, IL 60608 8 Add the bric k layer. T he pave rs should be laid Completed repaired brick surface (photo by Jason Swisher) (312) 666-3257 closely toge ther and wi th the raised name or lu gs [email protected] on the side-not the top () r bottom.
Recommended publications
  • City Maintained Street Inventory
    City Maintained Streets Inventory DATE APPROX. AVG. STREET NAME ACCEPTED BEGINNING AT ENDING AT LENGTH WIDTH ACADEMYText0: ST Text6: HENDERSONVLText8: RD BROOKSHIREText10: ST T0.13 Tex20 ACADEMYText0: ST EXT Text6: FERNText8: ST MARIETTAText10: ST T0.06 Tex17 ACTONText0: WOODS RD Text6:9/1/1994 ACTONText8: CIRCLE DEADText10: END T0.24 Tex19 ADAMSText0: HILL RD Text6: BINGHAMText8: RD LOUISANAText10: AVE T0.17 Tex18 ADAMSText0: ST Text6: BARTLETText8: ST CHOCTAWText10: ST T0.16 Tex27 ADAMSWOODText0: RD Text6: CARIBOUText8: RD ENDText10: OF PAVEMENT T0.16 Tex26 AIKENText0: ALLEY Text6: TACOMAText8: CIR WESTOVERText10: ALLEY T0.05 Tex12 ALABAMAText0: AVE Text6: HANOVERText8: ST SWANNANOAText10: AVE T0.33 Tex24 ALBEMARLEText0: PL Text6: BAIRDText8: ST ENDText10: MAINT T0.09 Tex18 ALBEMARLEText0: RD Text6: BAIRDText8: ST ORCHARDText10: RD T0.2 Tex20 ALCLAREText0: CT Text6: ENDText8: C&G ENDText10: PVMT T0.06 Tex22 ALCLAREText0: DR Text6: CHANGEText8: IN WIDTH ENDText10: C&G T0.17 Tex18 ALCLAREText0: DR Text6: SAREVAText8: AVE CHANGEText10: IN WIDTH T0.18 Tex26 ALEXANDERText0: DR Text6: ARDIMONText8: PK WINDSWEPTText10: DR T0.37 Tex24 ALEXANDERText0: DR Text6: MARTINText8: LUTHER KING WEAVERText10: ST T0.02 Tex33 ALEXANDERText0: DR Text6: CURVEText8: ST ARDMIONText10: PK T0.42 Tex24 ALLENText0: AVE 0Text6:/18/1988 U.S.Text8: 25 ENDText10: PAV'T T0.23 Tex19 ALLENText0: ST Text6: STATEText8: ST HAYWOODText10: RD T0.19 Tex23 ALLESARNText0: RD Text6: ELKWOODText8: AVE ENDText10: PVMT T0.11 Tex22 ALLIANCEText0: CT 4Text6:/14/2009 RIDGEFIELDText8:
    [Show full text]
  • Pavements and Surface Materials
    N O N P O I N T E D U C A T I O N F O R M U N I C I P A L O F F I C I A L S TECHNICAL PAPER NUMBER 8 Pavements and Surface Materials By Jim Gibbons, UConn Extension Land Use Educator, 1999 Introduction Traffic Class Type of Road Pavements are composite materials that bear the weight of 1 Parking Lots, Driveways, Rural pedestrian and vehicular loads. Pavement thickness, width and Roads type should vary based on the intended function of the paved area. 2 Residential Streets 3 Collector Roads Pavement Thickness 4 Arterial roads 5 Freeways, Expressways, Interstates Pavement thickness is determined by four factors: environment, traffic, base characteristics and the pavement material used. Based on the above classes, pavement thickness ranges from 3" for a Class 1 parking lot, to 10" or more for Class 5 freeways. Environmental factors such as moisture and temperature significantly affect pavement. For example, as soil moisture Sub grade strength has the greatest effect in determining increases the load bearing capacity of the soil decreases and the pavement thickness. As a general rule, weaker sub grades require soil can heave and swell. Temperature also effects the load thicker asphalt layers to adequately bear different loads associated bearing capacity of pavements. When the moisture in pavement with different uses. The bearing capacity and permeability of the freezes and thaws, it creates stress leading to pavement heaving. sub grade influences total pavement thickness. There are actually The detrimental effects of moisture can be reduced or eliminated two or three separate layers or courses below the paved wearing by: keeping it from entering the pavement base, removing it before surface including: the sub grade, sub base and base.
    [Show full text]
  • Brick Streets Plan
    BRICK STREETS PLAN City of Rock Island Community & Economic Development Department Planning & Redevelopment Division Rock Island Preservation Commission Adopted 1988 by Rock Island City Council Amended: January 23, 2012 August 22, 2011 March 28, 2005 April 10, 2000 May 12, 1997 September 14, 1992 Rock Solid. Rock Island. 1899 - The first brick pavement was laid in the Tri-Cities on the corner of Twentieth Street and Second Avenue, Rock Island. The first brick was placed by Mayor William McConochie. Civil Engineer for the project was H.G. Paddock. -- From Historical Souvenir of Moline and Vicinity, 1909 TABLE of CONTENTS Executive Summary ..................................................................................... 3 Prioritization List ........................................................................................... 5 Map of Brick Streets ..................................................................................... 6 Methodology ................................................................................................ 9 History of Brick Street Construction in Rock Island ...................................... 10 Condition of Brick Streets ............................................................................. 13 Utilities and Brick Streets ............................................................................. 17 Street Standards .......................................................................................... 18 Owner-Occupancy Along Brick Streets .......................................................
    [Show full text]
  • Access Management Manual, September 5, 2019 TABLE of CONTENTS
    AccessAccess ManagementManagement ManualManual T E X A S Prepared by the City of Irving Public Works/Traffic and Transportation Department Adopted September 5, 2019 Access Management Manual, September 5, 2019 TABLE OF CONTENTS Section 1 Introduction Page 1.0 Purpose 1 1.1 Scope 1 1.2 Definitions 3 1.3 Authority 10 Section 2 Principles of Access Management 2.1 Relationship between Access and Mobility 11 2.2 Integration of Land Use and Transportation 11 2.3 Relationship between Access and Roadway Efficiency 12 2.4 Relationship between Access and Traffic Safety 12 Section 3 Access Management Programs and Policies 3.1 Identifying Functional Hierarchy of Roadways 14 3.1.1 Sub-Classifications of Roadways 14 3.1.1.1 Revising the “Master Thoroughfare Plan” 15 3.1.2 Comprehensive Plan 15 3.1.3 Discretionary Treatment by the Director 15 3.2 Land Use 15 3.3 Unified Access Planning Policy 16 3.4 Granting Access 16 3.4.1 General Mutual Access 17 3.4.2 Expiration of Access Permission 17 3.4.3 “Grandfathered” Access and Non-Conforming Access 17 3.4.4 Illegal Access 19 3.4.4.1 Stealth Connection 19 3.4.5 Temporary Access 19 3.4.6 Emergency Access 19 3.4.7 Abandoned Access 20 3.4.8 Field Access 20 3.4.9 Provision for Special Case Access 20 3.4.10 Appeals, Variances and Administrative Remedies 20 3.5 Parking and Access Policy 20 3.6 Access vs Accessibility 21 3.7 Precedence of Access Rights Policy 21 3.8 Right to Access A Specific Roadway 22 3.9 Traffic Impact Analyses (TIA’s) 22 3.9.1 Level of Service (LOS) 22 3.9.2 Traffic Impact Analysis (TIA) Requirements
    [Show full text]
  • Town Standards Index (Select to View) • Collector Street Cross Section
    Town Standards Index (select to view) • Collector Street Cross Section - Standard #3.00 • Collector Street Cross Section w/ Bike Lanes - Standard #3.01 • Local Street Cross Section - Standard #3.02 • Local Street Cross Section (No Curb) - Standard #3.03 • Industrial Street Cross Section - Standard #3.04 • 4-Lane Divided Street Cross Section - Standard #3.05 • Alley Cross Section - Standard #3.06 • Greenway Asphalt Path Cross Section - Standard #3.07 • Utility Trench Pavement Repair - Standard #3.08 • Typical Pavement Repair - Standard #3.09 • Standard Driveway Turnout - Standard #3.12 • Standard Curb & Gutter - Standard #3.13 • Median Curb - Standard #3.14 • Rolled Curb - Standard #3.15 • Residential Cul-de-sac - Standard #3.16 • Barricade for Dead End Streets - Standard #3.17 • Standard Concrete Drop Inlet - Standard #4.10 • Standard Brick Drop Inlet - Standard #4.11 • Standard Drop Inlet Grates - Standard #4.12 • Standard Concrete Catch Basin - Standard #4.13A • Standard Concrete Catch Basin - Standard #4.13B • Standard Brick Catch Basin - Standard #4.14A • Standard Brick Catch Basin - Standard #4.14B • HDPE Pipe - Standard #4.16 • Trench Installation for HDPE - Standard #4.16A • Polypropylene Pipe - Standard #4.17 • Trench Installation for Polypropylene - Standard #4.17A • Dissimilar Pipe Connections to RCP - Standard #4.18 • Curb Ramps - Standard #5.00 • Curb Ramps - New Development - Standard #5.01 • Curb Ramps - New Development - Standard #5.02 • Curb Ramps - New Development - Standard #5.03 • Curb Ramps - Retrofit - Standard #5.04
    [Show full text]
  • Extruded Brick Product Profile
    PRODUCT PROFILE Revised 1/2019 Glen-Gery Extruded Brick General Glen-Gery manufactures many sizes of extruded bricks in a multitude of shades and textures to accommodate the visual requirements of most projects. The more popular extruded bricks have a nominal four inch bed depth. These extruded units are often referred to as cored, stiff mud, or wirecut bricks. To differentiate between wirecut bricks and wirecut finishes, Glen-Gery refers to the wirecut finish as a velour texture. Unit Specifications Glen-Gery extruded bricks are typically manufactured to conform to the requirements of American Society for Brick Positions in a Wall Testing and Materials (ASTM) Standard Specification C 216, Grade SW, Type FBS and all grades of ASTM C 62. In Stretcher Rowlock some instances brick are manufactured to conform to ASTM C652 which includes increased core volume. These products also conform to the requirements of ASTM C 216, Grade MW. Certain Header products meet the requirements of ASTM C 216, Type FBX, ASTM C 902, ASTM C 652, or ASTM C 32. Inquiries should be made for specific applications or conformance to standards other than ASTM C 216 or C 62. When specifying this product, the specifications should cite: Soldier 1) The product name and state “as manufactured by Glen-Gery Corporation.” Sailor Rowlock Stretcher 2) Conformance to the requirements of the appropriate standard, (typically, ASTM C 216 or C652). 3) The actual unit dimensions listed as thickness x height x length. Example: Glenrose Battlefield as manu - factured by Glen-Gery Corporation to conform to the requirements of ASTM C 216, Grade SW, Type FBS.
    [Show full text]
  • Chapter 2 Design Geometrics and Criteria
    Topic #625-000-007 Plans Preparation Manual, Volume 1 January 1, 2017 Chapter 2 Design Geometrics and Criteria 2.0 General ...................................................................................... 2-1 2.0.1 Railroad-Highway Grade Crossing Near or Within Project Limits ............................................................. 2-3 2.1 Lanes ......................................................................................... 2-4 2.1.1 Travel Lanes and Auxiliary Lanes............................... 2-4 2.1.2 Other Lane Widths ..................................................... 2-5 2.1.3 Ramp Traveled Way Widths ....................................... 2-6 2.1.4 Pedestrian, Bicycle and Public Transit Facilities ......... 2-6 2.1.4.1 Pedestrian Facilities ................................... 2-6 2.1.4.2 Bicycle Facilities ......................................... 2-7 2.1.4.3 Public Transit Facilities ............................... 2-7 2.1.5 Cross Slopes .............................................................. 2-7 2.1.5.1 Hydroplaning Risk Analysis ........................ 2-8 2.1.6 Roadway Pavement ................................................. 2-11 2.1.6.1 Alternative Roadway Paving Treatments ............................................... 2-11 2.1.6.2 Maintenance Memorandum of Agreement Requirements for Patterned Pavement ................................. 2-13 2.1.7 Transitions of Pavement Widths ............................... 2-15 2.1.8 Number of Lanes on the State Highway System ...... 2-15 2.2 Medians ..................................................................................
    [Show full text]
  • 1017 Wealthy Street Grand Rapids, MI (616) 719-2409 Brickroad Pizza.Com 3 Pm - 9 Pm Tuesday-Friday 11 Am - 9 Pm Saturday - Sunday Closed Monday
    1017 Wealthy Street Grand Rapids, MI (616) 719-2409 brickroad pizza.com 3 pm - 9 pm Tuesday-Friday 11 am - 9 pm Saturday - Sunday Closed Monday ––––CHIC–AGO– DEE–P DIS–H PI–ZZA –––––BU–ILD –YOUR– OWN– PIZ–ZA ––– ALL DEEP DISH PIZZAS COME WITH OUR HOMEMADE SAUCE, PREMIUM CRUST, EACH HAND TOSSED PIZZA COMES WITH OUR HOUSE SAUCE AND CHEESE BLEND. ––AN–D OUR– CHEE–SE BLE–ND. A–VAILA–BLE IN– 12" ON–LY, SE–RVES –4 PEO–PLE! – –––YOU– CAN– ADD A–S MAN–Y ITE–MS AS– YOU L–IKE, TO– CREA–TE A –– AVERAGE COOK TIME IS 45 MIN, BUT IT CAN VARY ! OUR SUGGESTED COMBOS: PIZZA ADVENTURE OF YOUR OWN. THIN CRUST AVAILABLE IN ALL SIZES. THE BRICK ROAD PIZZA FOR ALL THE TURKEy FANS...FRESH TURKEy SAUSAGE, TURKEy PEPPERONI, CHOOSE YOUR SIZE SMOKED TURKEy, RED ONIONS, MUSHROOMS, AND GREEN PEPPERS...$30.50 9" – 1 ITEM...$8.50 2 ITEM...$9.50 3 ITEM...$11.50 EACH ADD ITEM 75¢ HARD CORE VEGGIE 12 "– 1 ITEM...$12.50 2 ITEM...$14.50 3 ITEM...$16.50 EACH ADD ITEM $1.00 ROASTED RED PEPPERS, RED ONIONS, ZUCCHINI, ARTICHOKES, TOMATOES, 16" – 1 ITEM...$17.50 2 ITEM...$19.50 3 ITEM...$21.50 EACH ADD ITEM $1.25 BLACK OLIVES AND SPINACH...$28.50 BUILD YOUR OWN DEEP DISH CHOOSE YOUR SAUCE THERE IS A 3 TOPPING MINIMUM ON CUSTOM DEEP DISHES. WE WANT TO SERVE THE BEST PIZZA WE CAN OFFER. WITH HOUSE SAUCE, CHEESE, AND 3 TOPPINGS... $27.50 EACH HAND TOSSED PIZZA COMES WITH OUR HOUSE SAUCE, OR CHOOSE ONE OF THESE TASTy CHOICES EACH ADDITIONAL ITEM...$2.50...SEE OUR TOPPING LIST HERBED BUTTER, ALFREDO , RICOTTA, BBQ, PEST O ** CONTAINS NUTS 9" ..
    [Show full text]
  • Life Cycle Analysis of Transport Modes
    Final report (Volume II) Project code 2011UD02 Life cycle analysis of transport modes Final report Volume II – Summary of literature reviews and primary questionnaires used for data collection Prepared for National Transport Development Policy Committee (NTDPC) Life cycle analysis of transport modes (Volume II) © The Energy and Resources Institute 2012 Suggested format for citation T E R I. 2012 Final report - Life cycle analysis of transport modes (Volume II) New Delhi: The Energy and Resources Institute. 124pp. [Project code 2011UD02] For more information Akshima T Ghate T E R I Tel. 2468 2100 or 2468 2111 Darbari Seth Block E-mail [email protected] IHC Complex, Lodhi Road Fax 2468 2144 or 2468 2145 New Delhi – 110 003 Web www.teriin.org India India +91 • Delhi (0)11 Life cycle analysis of transport modes (Volume II) Table of contents ABBREVIATIONS ............................................................................................................................ V ADVISORY GROUP FOR THE STUDY ............................................................................................ IX TERI PROJECT TEAM ..................................................................................................................... X 1. LITERATURE REVIEW: CONSTRUCTION OF TRANSPORT INFRASTRUCTURE ........................ 1 1.1 Upstream impacts of construction – Material production and transportation ........ 2 1.2 Road construction (National Highways and urban roads) ........................................ 6 1.3 Construction of Bus Rapid
    [Show full text]
  • Brick Streets Plan
    BRICK STREETS PLAN City of Rock Island Community & Economic Development Department Planning & Redevelopment Division Rock Island Preservation Commission Adopted 1988 by Rock Island City Council Amended: March 28, 2005 April 10, 2000 May 12, 1997 September 14, 1992 Rock Island.....Preserving the Past, Dedicated to the Future. TABLE of CONTENTS Executive Summary................................................................................................3 Prioritization List ......................................................................................................5 Map of Brick Streets ................................................................................................6 Methodology ..............................................................................................................9 History of Brick Street Construction in Rock Island....................................10 Condition of Brick Streets......................................................................................13 Utilities and Brick Streets.....................................................................................17 Street Standards .......................................................................................................18 Owner-Occupancy Along Brick Streets...........................................................20 Architectural Integrity Along Brick Streets...................................................22 Recommendations to Preserve Rock Island=s Brick Streets......................25 Brick Streets Repair
    [Show full text]
  • Crossing Signs with Rrfbs Enhanced Crosswalk Markings Brick
    Brick Wayfinding Pillar Enhanced Crosswalk Markings SUMMER 2017 13 10’ 1.5’ • Brick pillar with gray integral color concrete cap and base; concrete frost footing • Preformed thermoplastic graphic panel overlay or white paint stencil applied to integral color concrete • Signature color gradient pattern using Adel dark brown and red bricks, and an additional buff color brick • High-contrast brick pattern references local brick streets and provides a highly visible graphic crossing • Metal sign panels indicate direction and distance to local and regional destinations; could be color-coded per destination • Combined with refuge islands at raised medians on South Gateway School Crossings type (trails, parks, culture and history, shopping, entertainment, etc.) • Crossing dimensions, layout, and pavement marking materials conform to Federal Highway Administration Manual on • Three locations are proposed along the RRVT corridor, but the wayfinding pillar could be replicated throughout Adel parks Uniform Traffic Devices (MUTCD) and trails system Brick Gateway Monuments Crossing Signs with RRFBs 6’ 4’ 2.5’ 1.5’ 6’ 1.5’ 6’ 1.5’ 6’ • Brick monuments of varying heights with gray integral color concrete cap and base; shallow concrete spread footing • Double-sided, 14’ tall bike / pedestrian crossing sign posts with push button-activated RRFB lights proposed at each side of • Signature color gradient pattern using Adel dark brown and red bricks, and an additional buff color brick a crossing and on a center median if applicable • To be installed in a
    [Show full text]
  • ROADWAY DESIGN GUIDELINES English Revised
    TDOT - ROADWAY DESIGN GUIDELINES English Revised: 10/27/15 SECTION II - PRELIMINARY PLANS CHAPTER 1 - DESIGN GUIDELINES 2-100.00 PROJECT FOLDER (See 1-100.00) 2-105.00 ROADWAY DESIGN CHECKLIST - PRELIMINARY PLANS (See 1-105.00) 2-110.00 PROJECT ACTIVITY STATUS SHEET (See 1-110.00) 2-112.00 SIZE OF FULL-SIZE PLAN AND CROSS-SECTION SHEETS (See 3-102.00 and 4-112.00) 2-115.00 IDENTIFICATION OF SUPERVISORS, DESIGNERS, AND CHECKERS ON TITLE SHEET (See 3-105.00) 2-115.01 SPECIAL NOTES 2-115.05 EQUATION BLOCKS ON TITLE SHEET (See 4-115.20) 2-115.10 EXCLUSIONS ON TITLE SHEET (See 4-115.25) 2-115.15 TRAFFIC BLOCK ON TITLE SHEET 2-115.20 PROJECT DESCRIPTIONS 2-115.25 SPECIAL LOG MILE NOTE 2-120.00 TRAFFIC DATA FOR DESIGN 2-125.00 VERTICAL CLEARANCES FOR NON-INTERSTATE BRIDGES 2-127.00 SUBMITTAL OF PLANS FOR STRUCTURAL GRADE APPROVAL 2-130.00 SUPERELEVATION RATES AND RUN-OFF 2-132.00 INTERSECTION SIGHT DISTANCE 2-135.00 THE CLEAR ZONE ROADSIDE CONCEPT 2-135.05 CLEAR ZONES ON CURVED ALIGNMENTS 2-136.00 LANDSCAPING 2-140.00 MEDIAN OPENING SPACING 2-145.00 EXCAVATION AND UNDERCUTTING (See 4-203.00) 2-145.05 EARTHWORK BALANCES (See 2-145.10, 3-315.05 and 3-315.15) 2-145.07 SUBMISSION OF GRADING QUANTITIES SHEETS (See 3-315.20 and 4- 203.50) 2-145.10 SHRINKAGE AND SWELL FACTORS (See 2-145.05, 3-315.10, and 4- 203.05) 2-150.00 TRUCK CLIMBING LANES 2-150.01 LOCATION GUIDELINES 2-150.02 CAPACITY ANALYSIS 2-i TDOT - ROADWAY DESIGN GUIDELINES English Revised: 10/27/15 2-150.03 CRITICAL LENGTH OF GRADE 2-150.04 DESIGN GUIDELINES 2-150.05 DOWNGRADES 2-150.06
    [Show full text]