1. Isendlalelo sesisekelo kufanele sihlanzwe ukuze kuqinisekiswe ukuthi indawo engaphezulu yesisekelo ihlanzekile futhi akukho ukuqoqwa kwamanzi ngaphambi kokuqala ukwakhiwa kwamafutha okungena. Ngaphambi kokugandaya ngamafutha avuzayo, kufanele kuqashelwe ukumaka izindawo eziqhekekayo zesendlalelo sesisekelo (ama-fiberglass gratings angabekwa ukuze kuncishiswe ingozi efihliwe yokuqhekeka komgwaqo we-asphalt esikhathini esizayo).
2. Uma usakaza uwoyela we- through-layer, ukunakwa kufanele kukhokhwe kuma-curbs nezinye izingxenye ezithintana ngqo ne-asphalt. Lokhu kufanele kuvimbele amanzi ukuthi angangeni endaweni engaphansi futhi alimaze i-subgrade, okubangele ukuthi i-pavement izike.
3. Ugqinsi longqimba lwe-slurry seal kufanele lulawulwe lapho lugandaywa. Akufanele ibe mkhulu kakhulu noma ibe mncane kakhulu. Uma bukhulu kakhulu, kuyoba nzima ukuphula i-asphalt emulsification futhi kubangele izinkinga ezithile zekhwalithi.
4. Ukuxuba i-asphalt: Ukuxuba i-asphalt kufanele kufakwe abasebenzi besikhathi esigcwele ukuze balawule izinga lokushisa, isilinganiso sokuxuba, isilinganiso setshe likawoyela, njll esiteshini se-asphalt.

5. Ukuthuthwa kwe-asphalt: Izinqola zezimoto zokuthutha kufanele zidwetshwe nge-anti-adhesive agent noma i-isolating agent, futhi kufanele zimbozwe ngeseyili ukuze zifeze indima ye-asphalt insulation. Ngesikhathi esifanayo, izimoto ezidingekayo kufanele zibalwe ngokucophelela ngokusekelwe ebangeni ukusuka esiteshini se-asphalt ukuya endaweni yokugandaya ukuze kuqinisekiswe imisebenzi eqhubekayo yokuvula i-asphalt.
6. Ukugandaywa kwe-asphalt: Ngaphambi kokugandaywa kwetiyela, i-paver kufanele ishiswe kusengaphambili ihora elingu-0.5-1, futhi ukuganda kungaqalwa ngaphambi kokuba izinga lokushisa libe ngaphezu kuka-100°C. Imali yokuqala ukupeyinta kufanele iqinisekise umsebenzi wokuhlela, umshayeli we-paver, kanye nokugandaywa. Umsebenzi wokuvula ungaqala kuphela ngemva kokuba umuntu ozinikele emshinini nasebhodini lekhompiyutha kanye namaloli okuthutha impahla engu-3-5 ekhona. Phakathi nenqubo yokugandaya, izinto ezisetshenziswayo kufanele zigcwaliswe ngesikhathi ezindaweni lapho ukugandaywa ngomshini kungekho khona, futhi kunqatshelwe ngokuphelele ukulahla izinto.
7. Ukuhlangana kwe-asphalt: Amasondo ensimbi ensimbi, amasondo amasondo, njll. angasetshenziswa ukuhlanganisa ukhonkolo ojwayelekile we-asphalt. Izinga lokushisa lokucindezela kokuqala akufanele libe ngaphansi kuka-135°C futhi izinga lokushisa lokugcina elicindezelayo akumele libe ngaphansi kuka-70°C. I-asphalt eguquliwe akufanele ihlanganiswe nama-roller amathayi. Izinga lokushisa lokucindezela kokuqala akufanele libe ngaphansi kuka-70°C. Angaphansi kuka-150 ℃, izinga lokushisa lokugcina alikho ngaphansi kuka-90 ℃. Ezindaweni ezingakwazi ukuchotshozwa ama-roller amakhulu, ama-roller amancane noma ama-tampers angasetshenziswa ukuhlanganisa.
8. Ukugcinwa kwetiyela noma ukuvuleka kwethrafikhi:
Ngemuva kokuthi i-asphalt paving isiqediwe, empeleni, ukugcinwa kuyadingeka amahora angama-24 ngaphambi kokuthi kuvulelwe ithrafikhi. Uma kudingekile ngempela ukuvulela ithrafikhi kusenesikhathi, ungafafaza amanzi ukuze uphole, futhi ithrafikhi ingavulwa ngemva kokuba izinga lokushisa lehle libe ngaphansi kuka-50°C.