referring to fig4 a flow diagram of the preferred processing steps of this invention for producing a monolithic architectural cementitious structure suitable for continuous traffic begins with rough grading an identified site in step 40 to a first predetermined elevation by grading the site to ± 0 . 1 ft of specification . thereafter , if required , installing on the rough graded site a subgrade material 20 , in step 42 , selected from the group consisting of sand , and crushed aggregate and mixtures thereof , or other subgrade material , and compacting the subgrade material , in step 44 , with water 43 sprinkled on the subgrade material laid in step 42 . next , in step 45 , pouring on top of the subgrade material a cementitious base 23 to a specified minimum thickness and to a second predetermined elevation , and screeding or rodding the freshly poured cementitious base , in step 46 . then forming and leaving a freshly poured cementitious base having a rough , unsmoothed and wet surface 30 , in step 48 , for achieving a monolithic cementitious reaction with a subsequently applied and simultaneously cured decorative aggregate - containing cementitious layer . screed boards are the boards used to form the boundary of the area to be poured with the cementitious composition . the top edge of the screed boards are set at the elevation desired or specified . screeding or rodding is a term in the industry meaning dragging or pulling a wooden board or rod , usually a long 2 inch × 4 inch board , or similarly - shaped steel member , laid over top edges of the screed boards to level the surface of a freshly poured cementitious layer . screeding or rodding is performed in step 46 as well as step 75 described later . in step 46 , however , screeding is deliberately stopped before achieving a smooth surface . while , or preferably before , the above - described steps 40 to 48 are being carried out , a decorative aggregate 26 introduced at 50 is washed with water 52 , in step 54 , thereby producing a supply of clean decorative aggregate in step 56 that is free of detrimental material . also , while the above - described steps 40 to 48 are being carried out , a pourable , or flowable , or pumpable cementitious matrix composition 28 is simultaneously prepared in step 60 by mixing silica sand 62 and water 64 in a mixer followed by adding and mixing cement 66 in the mixer . if desired , a colorant 68 is then added and mixed in the mixer to form the cementitious matrix composition . an example of a colorant is iron oxide . the cleaned decorative aggregate produced in step 56 is then added and mixed with the cementitious matrix composition in step 70 , to produce a pourable , or flowable , or pumpable decorative aggregate - containing cementitious slurry . next , in step 72 , the decorative aggregate - containing cementitious slurry is then applied to , or poured on , the rough , unsmoothed and wet surface of the freshly poured cementitious base produced and laid in step 48 . the labor - intensive step of hand seeding or broadcasting the decorative aggregate is not required in this process thereby greatly reducing the cost of construction and speeding installation of the structure . to permanently secure the decorative aggregate in the subsequently cured monolithic structure the thickness of the decorative aggregate - containing cementitious layer must be sufficient that upon curing it will secure or lock in the largest size of the decorative aggregate employed . for example , it is recommended that if the decorative aggregate has a maximum size of ½ inch , that the decorative aggregate - containing cementitious layer be about ⅝ inch thick to secure or lock in the decorative aggregate while permitting at least a portion of the decorative aggregate to be exposed at the surface thereby forming , in step 74 , a decorative aggregate - containing cementitious surface 34 having a portion of the decorative aggregate exposed . similarly , if the decorative aggregate has a maximum size of ⅜ inch , then the decorative aggregate - containing cementitious layer should be about ½ inch thick . if the decorative aggregate has a maximum size of ¼ inch , then the decorative aggregate - containing cementitious layer should be about ⅜ inch thick . if the decorative aggregate has a maximum size of ⅛ inch , then the decorative aggregate - containing cementitious layer should be about { fraction ( 3 / 16 )} inch thick . if the decorative aggregate has a maximum size of { fraction ( 1 / 16 )} inch , then the decorative aggregate - containing cementitious layer should be about ⅛ inch thick . if the decorative aggregate has a maximum size of { fraction ( 1 / 32 )} inch , then the decorative aggregate - containing cementitious layer should be about { fraction ( 1 / 16 )} inch thick . to further enhance the appearance of the decorative aggregate - containing cementitious layer , the poured decorative aggregate - containing cementitious slurry is within about 30 minutes after pouring leveled in step 75 , then within about 30 minutes after leveling bullfloated in step 76 , then within 60 minutes after bullfloating troweled in step 77 , and then immediately sponged in step 78 . in other words , these steps are performed shortly after pouring and laying the decorative aggregate - containing cementitious slurry so that most of the monolithic forming cementitious reaction occurs after step 78 , thereby insuring that no cold joint is formed between the freshly poured cementitious base and the decorative aggregate - containing cementitious slurry . leveling , carried out in step 75 , is performed by screeding or rodding . however , as opposed to step 46 , screeding in step 75 continues sufficiently to level and preliminarily smooth the top surface . bullfloating , carried out in step 76 , is a term used in the industry meaning dragging a wooden board or similarly - shaped steel member , usually attached to a long pole , at an acute angle over the surface of an uncured cementitious layer to further smooth the surface thereof . troweling , carried out in step 77 , is a term used in the industry meaning the operator , using knee boards if necessary , works his way over the uncured surface from one small area to another , using hand held trowels and smoothing the surface as he moves . sponging , carried out in step 78 , is a term used in the industry meaning removing the excess cement film after troweling and is usually performed by the operator immediately following troweling before moving on his knee boards to the next small area to be troweled . after completing the sponging carried out in step 78 , the entire cementitious formation is allowed to cure , i . e . allowing the monolithic cementitious reaction to proceed undisturbed and form a harden surface . curing is allowed to occur for about 7 days in step 80 while keeping the entire surface damp , before proceeding with subsequent surface treatments . after the 7 day curing in step 80 , the harden surface is brushed and lightly washed with a dilute acid to remove the laitance covering the exposed portion of the decorative aggregate in step 82 . “ laitance ” is a term used in the industry to mean the thin cementitious surface film left after curing . an effective dilute acid for washing is a mixture of one part by volume muriatic acid to ten parts by volume water . muriatic is usually sold with a hydrochloric acid strength of from about 35 % to about 38 %. after acid washing , the decorative aggregate - containing cementitious surface of the monolithic structure is allowed to become neutralized in 83 . neutralization can be determined by testing the surface with litmus paper or other means . the neutralized decorative aggregate - containing cementitious surface is then sealed with an effective sealant , as indicated in step 84 . acrylic based sealants are examples of effective sealants . if the cementitious base poured in step 45 is at least about 3 to 3 ½ inches thick , and the decorative aggregate - containing cementitious layer is at least about { fraction ( 1 / 32 )} to ⅝ inch thick depending on the maximum size of the decorative aggregate , the monolithic structure produced upon curing will be sufficient to support heavy pedestrian traffic , and provide attractive walkways for amusement parks , sidewalks , patios , amusement parks streets , and hotel entrances and the like having long lasting and superior durability . for city streets the total thickness of the monolithic structure should meet or exceed specification , which can require between 6 and 8 inch thickness . the cementitious materials when cured have known strength ratings . specifications for the cementitious materials usually require that they have a certain minimum strength when cured to meet the requirement established by governmental bodies . in this invention , the freshly poured cementitious base and the decorative aggregate - containing cementitious slurry when cured each have a strength rating . in one embodiment of this invention , the strength rating of the freshly poured cementitious base when cured , and the strength rating of the decorative aggregate - containing cementitious slurry when cured , are about the same so that one of these materials will not deteriorate before the other . for example , if one material has a rating of 2200 psi , the other one should also have a rating of 2200 psi . cementitious materials frequently have rating of 2200 psi , 3000 psi or 4000 psi depending on the usage that such cementitious materials are going to encounter . a cementitious base is poured with an amount of mix sufficient to produce a 3 to 5 inch pour thickness . the amount of water preferably is sufficient to produce about a 3 to 5 inch slump test . for example , the following formulation produces a satisfactory cementitious base : % ingredient 16 riverside type v portland ( astm c150 ) 26 no . 4 aggregate 48 washed concrete sand 10 water 100 % passing u . s . standard sieve 100 ½ inch 96 ⅜ inch 14 # 4 4 # 8 1 # 16 5 . 85 fine material ( astm c125 ) a decorative aggregate - containing cementitious slurry is then immediately poured on the freshly poured cementitious base . the amount of the slurry is sufficient to produce a poured layer having a thickness effective for securing and locking in the decorative aggregate . the workability of the decorative aggregate - containing cementitious slurry must be effective for allowing operations through the final troweling , step 77 of fig4 . the cementitious base and decorative aggregate - containing cementitious slurries of this invention produce monolithic structures having a design strength of 3000 psi or higher at 28 days . the no . 4 aggregate adds strength to the cementitious base . no . 4 aggregate is much less costly than most all of the decorative aggregates of interests . no . 4 aggregate , or any other conventional aggregate used in conventional cement mixes merely for strength , does not produce the attractive or architectural surfaces of this invention , and therefore is not meant to included in the term “ decorative aggregate ” as used and claimed herein . non - limiting examples of decorative cementitious matrix blends of this invention are shown in table 2 . decorative cementitious matrix blends a , b , d and e are darker than lighter blends g , h , j and k that are formulated to produce a whitish to light beige appearance . the fly ash in blends a and b retards the curing rate and allows more time to work with forming the decorative aggregate - containing surface . silica fume is used to improve the decorative - aggregate binding strength of the decorative aggregate - containing surface . other decorative cementitious matrix blends can , of course , be used in the process of this invention . while the preferred embodiments of the present invention have been described , various changes , adaptations and modifications may be made thereto without departing from the spirit of the invention and the scope of the appended claims . the present disclosure and embodiments of this invention described herein are for purposes of illustration and example and modifications and improvements may be made thereto without departing from the spirit of the invention or from the scope of the claims . the claims , therefore , are to be accorded a range of equivalents commensurate in scope with the advances made over the art . [ 0091 ] table 2 component in parts by weight decorative cementitious matrix a b d e g h j k blend blended quartzitic silica 1 40 40 40 40 40 40 40 40 portland cement type v 15 16 18 18 0 0 0 0 white portland cement 0 0 0 0 19 19 18 18 silica fume 1 1 2 2 1 1 2 2 fly ash c 4 3 0 0 0 0 0 0 decorative aggregate 2 40 40 40 40 40 40 40 40 size range minimum - inches ⅜ ¼ { fraction ( 1 / 32 )} ⅛ ⅜ ¼ { fraction ( 1 / 32 )} ⅛ size range maximum - inches ½ ⅜ ⅛ ⅜ ½ ⅜ ⅛ ⅜ water 3