{"slug":"road-pavement-structural-layer-thickness-aashto-design-sheet","sheets":[{"name":"إعدادات المشروع والأسعار","maxRow":23,"maxCol":6,"colWidths":[8.0,38.0,28.0,18.0,24.0,35.0],"rows":[{"r":1,"h":54.0,"cells":[{"c":"A1","v":""},{"c":"B1","v":"شيت تصميم سماكات طبقات الرصف الأسفلتي للطرق وحساب معاملات الطبقات وفق AASHTO","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center","cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":2,"h":56.0,"cells":[{"c":"A2","v":""},{"c":"B2","v":"⚠️ تنبيه استرشادي: الأسعار والنسب المدخلة في هذا الشيت هي قيم استرشادية لمتوسطات السوق. يرجى تعديل فئات الأسعار والعملة أدناه بما يطابق أسعار التوريد والمصنعيات السائدة في بلد مشروعك.","bg":"#FEF3C7","fg":"#92400E","al":"center","cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":3,"h":20.0,"cells":[{"c":"A3","v":""},{"c":"B3","v":""},{"c":"C3","v":""},{"c":"D3","v":""},{"c":"E3","v":""},{"c":"F3","v":""}]},{"r":4,"h":38.0,"cells":[{"c":"A4","v":""},{"c":"B4","v":"أولاً: البيانات العامة للمشروع وتوصيف مسار الطريق","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":5,"h":52.0,"cells":[{"c":"A5","v":""},{"c":"B5","v":"اسم المشروع ومسار الطريق","fg":"#1E293B","b":true},{"c":"C5","v":"طريق ربط رئيسي مزدوج - القطاع الأوسط","al":"center"},{"c":"D5","v":"Project Name","fg":"#64748B","al":"left","cs":3},{"skip":true},{"skip":true}]},{"r":6,"h":52.0,"cells":[{"c":"A6","v":""},{"c":"B6","v":"الجهة المالكة / المشرفة","fg":"#1E293B","b":true},{"c":"C6","v":"وزارة النقل والخدمات اللوجستية (MOT)","al":"center"},{"c":"D6","v":"Client / Authority","fg":"#64748B","al":"left","cs":3},{"skip":true},{"skip":true}]},{"r":7,"h":34.0,"cells":[{"c":"A7","v":""},{"c":"B7","v":"المقاول العام المنفذ","fg":"#1E293B","b":true},{"c":"C7","v":"شركة الإنشاءات ورصف الطرق المتقدمة","al":"center"},{"c":"D7","v":"Main Contractor","fg":"#64748B","al":"left","cs":3},{"skip":true},{"skip":true}]},{"r":8,"h":34.0,"cells":[{"c":"A8","v":""},{"c":"B8","v":"استشاري ضبط الجودة والإشراف","fg":"#1E293B","b":true},{"c":"C8","v":"دار الهندسة والاستشارات الفنية","al":"center"},{"c":"D8","v":"Supervision Consultant","fg":"#64748B","al":"left","cs":3},{"skip":true},{"skip":true}]},{"r":9,"h":34.0,"cells":[{"c":"A9","v":""},{"c":"B9","v":"تصنيف الطريق والسرعة التصميمية","fg":"#1E293B","b":true},{"c":"C9","v":"طريق شرياني رئيسي مقسم (100 كم/س)","al":"center"},{"c":"D9","v":"Road Class & Speed","fg":"#64748B","al":"left","cs":3},{"skip":true},{"skip":true}]},{"r":10,"h":34.0,"cells":[{"c":"A10","v":""},{"c":"B10","v":"عمر التصميم الإنشائي للرصف (سنة)","fg":"#1E293B","b":true},{"c":"C10","v":20,"in":true,"bg":"#EFF6FF","b":true,"al":"center"},{"c":"D10","v":"Design Period (Years)","fg":"#64748B","al":"left","cs":3},{"skip":true},{"skip":true}]},{"r":11,"h":52.0,"cells":[{"c":"A11","v":""},{"c":"B11","v":"عرض الحارة المرورية وعرض الأكتاف","fg":"#1E293B","b":true},{"c":"C11","v":"حارتان بكل اتجاه (3.65 م) + كتف 2.50 م","al":"center"},{"c":"D11","v":"Lane & Shoulder Geometry","fg":"#64748B","al":"left","cs":3},{"skip":true},{"skip":true}]},{"r":12,"h":34.0,"cells":[{"c":"A12","v":""},{"c":"B12","v":"العملة المعتمدة للمقايسة","fg":"#1E293B","b":true},{"c":"C12","v":"ر.س SAR","bg":"#EFF6FF","b":true,"al":"center"},{"c":"D12","v":"Project Currency","fg":"#64748B","al":"left","cs":3},{"skip":true},{"skip":true}]},{"r":13,"h":20.0,"cells":[{"c":"A13","v":""},{"c":"B13","v":""},{"c":"C13","v":""},{"c":"D13","v":""},{"c":"E13","v":""},{"c":"F13","v":""}]},{"r":14,"h":38.0,"cells":[{"c":"A14","v":""},{"c":"B14","v":"ثانياً: جدول أسعار توريد وتنفيذ مواد طبقات الرصف (أسعار السوق الاسترشادية)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":15,"h":40.0,"cells":[{"c":"A15","v":""},{"c":"B15","v":"م","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"},{"c":"C15","v":"بيان المادة وطبقة الرصف","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"},{"c":"D15","v":"الوحدة القياسية","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"},{"c":"E15","v":"فئة السعر الاسترشادي","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"},{"c":"F15","v":"المواصفة المرجعية","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"}]},{"r":16,"h":72.0,"cells":[{"c":"A16","v":""},{"c":"B16","v":1,"in":true,"bg":"#F1F5F9","b":true,"al":"center"},{"c":"C16","v":"خلطة أسفلتية سطحية (ACWC) سمك 5 سم متضمنة البيتومين 60/70 والتوريد والفرد والدمك","bg":"#F1F5F9"},{"c":"D16","v":"طن","bg":"#F1F5F9","al":"center"},{"c":"E16","v":185,"in":true,"bg":"#F1F5F9","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"F16","v":"AASHTO M323 / Superpave / MOT","bg":"#F1F5F9","fg":"#64748B","al":"left"}]},{"r":17,"h":72.0,"cells":[{"c":"A17","v":""},{"c":"B17","v":2,"in":true,"b":true,"al":"center"},{"c":"C17","v":"خلطة أسفلتية رابطة (ACBC) سمك 7 سم متضمنة الركام المتدرج والبيتومين والدمك"},{"c":"D17","v":"طن","al":"center"},{"c":"E17","v":165,"in":true,"fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"F17","v":"AASHTO M323 / Class B","fg":"#64748B","al":"left"}]},{"r":18,"h":72.0,"cells":[{"c":"A18","v":""},{"c":"B18","v":3,"in":true,"bg":"#F1F5F9","b":true,"al":"center"},{"c":"C18","v":"طبقة أساس ركامي مجروش (Aggregate Base Course) صلب متدرج CBR >= 80%","bg":"#F1F5F9"},{"c":"D18","v":"م³","bg":"#F1F5F9","al":"center"},{"c":"E18","v":58,"in":true,"bg":"#F1F5F9","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"F18","v":"AASHTO M147 / Class A","bg":"#F1F5F9","fg":"#64748B","al":"left"}]},{"r":19,"h":72.0,"cells":[{"c":"A19","v":""},{"c":"B19","v":4,"in":true,"b":true,"al":"center"},{"c":"C19","v":"طبقة أساس مساعد حبيبي (Granular Subbase Course) متدرج نظيف CBR >= 30%"},{"c":"D19","v":"م³","al":"center"},{"c":"E19","v":42,"in":true,"fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"F19","v":"AASHTO M147 / Class B","fg":"#64748B","al":"left"}]},{"r":20,"h":72.0,"cells":[{"c":"A20","v":""},{"c":"B20","v":5,"in":true,"bg":"#F1F5F9","b":true,"al":"center"},{"c":"C20","v":"طبقة التشريب التجهيزية (Prime Coat MC-70) بمعدل رش 1.2 كجم/م²","bg":"#F1F5F9"},{"c":"D20","v":"م²","bg":"#F1F5F9","al":"center"},{"c":"E20","v":5.5,"in":true,"bg":"#F1F5F9","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"F20","v":"AASHTO M82 / ASTM D2027","bg":"#F1F5F9","fg":"#64748B","al":"left"}]},{"r":21,"h":72.0,"cells":[{"c":"A21","v":""},{"c":"B21","v":6,"in":true,"b":true,"al":"center"},{"c":"C21","v":"طبقة اللصق الرابطة (Tack Coat RC-70 / Emulsion) بمعدل رش 0.35 كجم/م²"},{"c":"D21","v":"م²","al":"center"},{"c":"E21","v":3.2,"in":true,"fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"F21","v":"AASHTO M81 / ASTM D2028","fg":"#64748B","al":"left"}]},{"r":22,"h":72.0,"cells":[{"c":"A22","v":""},{"c":"B22","v":7,"in":true,"bg":"#F1F5F9","b":true,"al":"center"},{"c":"C22","v":"أعمال تسوية ودمك طبقة التربة الطبيعية وتحت الأساس Subgrade CBR >= 8%","bg":"#F1F5F9"},{"c":"D22","v":"م²","bg":"#F1F5F9","al":"center"},{"c":"E22","v":4.5,"in":true,"bg":"#F1F5F9","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"F22","v":"AASHTO T99 / T180 95-100%","bg":"#F1F5F9","fg":"#64748B","al":"left"}]},{"r":23,"h":52.0,"cells":[{"c":"A23","v":""},{"c":"B23","v":8,"in":true,"b":true,"al":"center"},{"c":"C23","v":"نسيج أرضي فاصل وتدعيم منسوج (Non-woven Geotextile 200 gsm)"},{"c":"D23","v":"م²","al":"center"},{"c":"E23","v":7.8,"in":true,"fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"F23","v":"AASHTO M288 Class 1/2","fg":"#64748B","al":"left"}]}]},{"name":"تحليل المرور والأحمال المحورية","maxRow":21,"maxCol":6,"colWidths":[8.0,42.0,18.0,16.0,28.0,35.0],"rows":[{"r":1,"h":54.0,"cells":[{"c":"A1","v":""},{"c":"B1","v":"تحليل حركة المرور وتقدير الأحمال المحورية المكافئة التراكمية (ESAL 18-kip Analysis)","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center","cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":2,"h":42.0,"cells":[{"c":"A2","v":""},{"c":"B2","v":"حساب عدد الأحمال المحورية التصميمية W18 وفق معادلات AASHTO 1993 وعوامل توزيع الحارات وعامل الشاحنة","bg":"#EFF6FF","fg":"#1E3A8A","al":"center","cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":3,"h":20.0,"cells":[{"c":"A3","v":""},{"c":"B3","v":""},{"c":"C3","v":""},{"c":"D3","v":""},{"c":"E3","v":""},{"c":"F3","v":""}]},{"r":4,"h":38.0,"cells":[{"c":"A4","v":""},{"c":"B4","v":"أولاً: مدخلات الحجم المروري ومعدلات النمو والتوزيع (Traffic Parameters)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":5,"h":52.0,"cells":[{"c":"A5","v":""},{"c":"B5","v":"متوسط الحجم المروري اليومي الأولي لكلا الاتجاهين (AADT)"},{"c":"C5","v":16500,"in":true,"fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0"},{"c":"D5","v":"مركبة/يوم","fg":"#475569","al":"center"},{"c":"E5","v":"Initial Average Daily Traffic","fg":"#64748B","al":"left","cs":2},{"skip":true}]},{"r":6,"h":52.0,"cells":[{"c":"A6","v":""},{"c":"B6","v":"نسبة الشاحنات الثقيلة ومركبات النقل التجاري (% Trucks)"},{"c":"C6","v":0.18,"in":true,"fg":"#1E3A8A","b":true,"al":"center","nf":"0.0%"},{"c":"D6","v":"%","fg":"#475569","al":"center"},{"c":"E6","v":"Heavy Commercial Vehicles (HCV)","fg":"#64748B","al":"left","cs":2},{"skip":true}]},{"r":7,"h":52.0,"cells":[{"c":"A7","v":""},{"c":"B7","v":"عامل التوزيع الاتجاهي لحركة المرور (DD - Directional Factor)"},{"c":"C7","v":0.5,"in":true,"fg":"#1E3A8A","b":true,"al":"center","nf":"0.00"},{"c":"D7","v":"معامل","fg":"#475569","al":"center"},{"c":"E7","v":"Directional Distribution (0.50 typical)","fg":"#64748B","al":"left","cs":2},{"skip":true}]},{"r":8,"h":52.0,"cells":[{"c":"A8","v":""},{"c":"B8","v":"عامل التوزيع على الحارات التصميمية (DL - Lane Distribution)"},{"c":"C8","v":0.85,"in":true,"fg":"#1E3A8A","b":true,"al":"center","nf":"0.00"},{"c":"D8","v":"معامل","fg":"#475569","al":"center"},{"c":"E8","v":"Design Lane Distribution (2 lanes/dir = 0.8-0.9)","fg":"#64748B","al":"left","cs":2},{"skip":true}]},{"r":9,"h":52.0,"cells":[{"c":"A9","v":""},{"c":"B9","v":"عمر التصميم الإنشائي للرصف بالسنوات (n - Design Period)"},{"c":"C9","v":20,"f":"='إعدادات المشروع والأسعار'!C10","fg":"#1E3A8A","b":true,"al":"center"},{"c":"D9","v":"سنة","fg":"#475569","al":"center"},{"c":"E9","v":"Pavement Design Life (Years)","fg":"#64748B","al":"left","cs":2},{"skip":true}]},{"r":10,"h":52.0,"cells":[{"c":"A10","v":""},{"c":"B10","v":"معدل النمو السنوي التراكمي لحركة المرور (g - Annual Growth)"},{"c":"C10","v":0.04,"in":true,"fg":"#1E3A8A","b":true,"al":"center","nf":"0.0%"},{"c":"D10","v":"%","fg":"#475569","al":"center"},{"c":"E10","v":"Annual Traffic Compound Growth Rate","fg":"#64748B","al":"left","cs":2},{"skip":true}]},{"r":11,"h":52.0,"cells":[{"c":"A11","v":""},{"c":"B11","v":"معامل نمو المرور التراكمي خلال عمر التصميم (Growth Factor G)","b":true},{"c":"C11","v":29.778079,"f":"=((1+C10)^C9-1)/C10","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center","nf":"0.00"},{"c":"D11","v":"معامل مركب","fg":"#475569","al":"center"},{"c":"E11","v":"G = ((1+g)^n - 1) / g","fg":"#64748B","al":"left","cs":2},{"skip":true}]},{"r":12,"h":52.0,"cells":[{"c":"A12","v":""},{"c":"B12","v":"عامل حمولة الشاحنة المكافئ التراكمي (TF - Truck Factor)"},{"c":"C12","v":1.95,"in":true,"fg":"#1E3A8A","b":true,"al":"center","nf":"0.00"},{"c":"D12","v":"ESAL/شاحنة","fg":"#475569","al":"center"},{"c":"E12","v":"Truck Factor (18-kip ESALs per Truck)","fg":"#64748B","al":"left","cs":2},{"skip":true}]},{"r":13,"h":52.0,"cells":[{"c":"A13","v":""},{"c":"B13","v":"إجمالي عدد المحاور المكافئة التراكمية في الحارة التصميمية (W18)","b":true},{"c":"C13","v":26752818,"f":"=ROUND(C5*C6*C7*C8*365*C11*C12, 0)","bg":"#D97706","fg":"#FFFFFF","b":true,"al":"center","nf":"#,##0"},{"c":"D13","v":"محور مكافئ","fg":"#475569","al":"center"},{"c":"E13","v":"Cumulative Design ESALs W18","fg":"#64748B","al":"left","cs":2},{"skip":true}]},{"r":14,"h":20.0,"cells":[{"c":"A14","v":""},{"c":"B14","v":""},{"c":"C14","v":""},{"c":"D14","v":""},{"c":"E14","v":""},{"c":"F14","v":""}]},{"r":15,"h":38.0,"cells":[{"c":"A15","v":""},{"c":"B15","v":"ثانياً: تصنيف كثافة المرور ومعاملات الحارات وفق الكود السعودي والمواصفات العالمية","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":16,"h":52.0,"cells":[{"c":"A16","v":""},{"c":"B16","v":"فئة المرور التصميمي","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"},{"c":"C16","v":"نطاق المحاور المكافئة (ESALs)","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"},{"c":"D16","v":"نوع الطريق المماثل","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"},{"c":"E16","v":"حالة المشروع الحالي","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"},{"c":"F16","v":"الملاحظات الإنشائية","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"}]},{"r":17,"h":52.0,"cells":[{"c":"A17","v":""},{"c":"B17","v":"مرور خفيف جداً (Light)","b":true},{"c":"C17","v":"< 100,000","al":"center"},{"c":"D17","v":"شوارع سكنية ومحلية صغيرة","al":"center"},{"c":"E17","v":"-","f":"=IF(C13<100000, \"ينطبق على المشروع ✅\", \"-\")","fg":"#166534","b":true,"al":"center"},{"c":"F17","v":"رصف طبقة سطحية واحدة وأساس حصوي","fg":"#475569"}]},{"r":18,"h":52.0,"cells":[{"c":"A18","v":""},{"c":"B18","v":"مرور متوسط (Medium)","bg":"#F1F5F9","b":true},{"c":"C18","v":"100,000 - 1,000,000","bg":"#F1F5F9","al":"center"},{"c":"D18","v":"شوارع تجميعية ومداخل أحياء","bg":"#F1F5F9","al":"center"},{"c":"E18","v":"-","f":"=IF(AND(C13>=100000, C13<1000000), \"ينطبق على المشروع ✅\", \"-\")","bg":"#F1F5F9","fg":"#166534","b":true,"al":"center"},{"c":"F18","v":"طبقة سطحية 4-5 سم وأساس مجروش 15 سم","bg":"#F1F5F9","fg":"#475569"}]},{"r":19,"h":52.0,"cells":[{"c":"A19","v":""},{"c":"B19","v":"مرور ثقيل (Heavy)","b":true},{"c":"C19","v":"1,000,000 - 10,000,000","al":"center"},{"c":"D19","v":"طرق شريانية وطرق ربط رئيسية","al":"center"},{"c":"E19","v":"-","f":"=IF(AND(C13>=1000000, C13<10000000), \"ينطبق على المشروع ✅\", \"-\")","fg":"#166534","b":true,"al":"center"},{"c":"F19","v":"طبقة سطحية ورابطة وأساس وقاعدة مساعدة","fg":"#475569"}]},{"r":20,"h":52.0,"cells":[{"c":"A20","v":""},{"c":"B20","v":"مرور ثقيل جداً (Very Heavy)","bg":"#F1F5F9","b":true},{"c":"C20","v":"10,000,000 - 30,000,000","bg":"#F1F5F9","al":"center"},{"c":"D20","v":"طرق سريعة وطرق لوجستية وشاحنات","bg":"#F1F5F9","al":"center"},{"c":"E20","v":"ينطبق على المشروع ✅","f":"=IF(AND(C13>=10000000, C13<30000000), \"ينطبق على المشروع ✅\", \"-\")","bg":"#F1F5F9","fg":"#166534","b":true,"al":"center"},{"c":"F20","v":"تصميم أسفلتي سميك مع تحسين التربة وبوليمر","bg":"#F1F5F9","fg":"#475569"}]},{"r":21,"h":72.0,"cells":[{"c":"A21","v":""},{"c":"B21","v":"مرور فائق الكثافة (Mega Traffic)","b":true},{"c":"C21","v":"> 30,000,000","al":"center"},{"c":"D21","v":"محاور نقل ثقيل وموانئ ومناطق صناعية","al":"center"},{"c":"E21","v":"-","f":"=IF(C13>=30000000, \"ينطبق على المشروع ✅\", \"-\")","fg":"#166534","b":true,"al":"center"},{"c":"F21","v":"يلزم دراسة رصف صلب أو خلطات SBS معدلة","fg":"#475569"}]}]},{"name":"تصميم الرصف ومعادلة AASHTO","maxRow":30,"maxCol":6,"colWidths":[8.0,38.0,18.0,14.0,28.0,35.0],"rows":[{"r":1,"h":54.0,"cells":[{"c":"A1","v":""},{"c":"B1","v":"حساب الرقم الإنشائي المطلوب (SN Required) وسماكات طبقات الرصف وفق معادلة AASHTO 1993","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center","cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":2,"h":42.0,"cells":[{"c":"A2","v":""},{"c":"B2","v":"معادلة AASHTO للرصف المرن بالاعتماد على معامل المرونة للتربة Mr ومستوى الموثوقية R وخسارة مستوى الخدمة ΔPSI","bg":"#EFF6FF","fg":"#1E3A8A","al":"center","cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":3,"h":20.0,"cells":[{"c":"A3","v":""},{"c":"B3","v":""},{"c":"C3","v":""},{"c":"D3","v":""},{"c":"E3","v":""},{"c":"F3","v":""}]},{"r":4,"h":38.0,"cells":[{"c":"A4","v":""},{"c":"B4","v":"أولاً: مدخلات معادلة AASHTO الإنشائية (Pavement Design Parameters)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":5,"h":34.0,"cells":[{"c":"A5","v":""},{"c":"B5","v":"إجمالي الأحمال المحورية التصميمية (W18)"},{"c":"C5","v":26752818,"f":"='تحليل المرور والأحمال المحورية'!C13","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0"},{"c":"D5","v":"محور مكافئ","fg":"#475569","al":"center"},{"c":"E5","v":"Design Traffic ESALs from Tab 2","fg":"#64748B","al":"left","cs":2},{"skip":true}]},{"r":6,"h":52.0,"cells":[{"c":"A6","v":""},{"c":"B6","v":"مستوى الموثوقية التصميمية المستهدف (R - Reliability)"},{"c":"C6","v":0.9,"in":true,"fg":"#1E3A8A","b":true,"al":"center","nf":"0.0%"},{"c":"D6","v":"%","fg":"#475569","al":"center"},{"c":"E6","v":"Reliability Level (85% - 95% for Arterials)","fg":"#64748B","al":"left","cs":2},{"skip":true}]},{"r":7,"h":52.0,"cells":[{"c":"A7","v":""},{"c":"B7","v":"معامل الموثوقية الإحصائي القياسي (ZR - Standard Normal Deviate)"},{"c":"C7","v":-1.282,"in":true,"fg":"#1E3A8A","b":true,"al":"center","nf":"0.00"},{"c":"D7","v":"معامل","fg":"#475569","al":"center"},{"c":"E7","v":"ZR = -1.282 for 90%, -1.645 for 95%","fg":"#64748B","al":"left","cs":2},{"skip":true}]},{"r":8,"h":52.0,"cells":[{"c":"A8","v":""},{"c":"B8","v":"الانحراف المعياري الكلي للرصف المرن (S0 - Overall Std Deviation)"},{"c":"C8","v":0.45,"in":true,"fg":"#1E3A8A","b":true,"al":"center","nf":"0.00"},{"c":"D8","v":"معامل","fg":"#475569","al":"center"},{"c":"E8","v":"Standard S0 range (0.40 - 0.49)","fg":"#64748B","al":"left","cs":2},{"skip":true}]},{"r":9,"h":52.0,"cells":[{"c":"A9","v":""},{"c":"B9","v":"دليل مستوى الخدمة الابتدائي عند فتح الطريق (p0 - Initial PSI)"},{"c":"C9","v":4.2,"in":true,"fg":"#1E3A8A","b":true,"al":"center","nf":"0.00"},{"c":"D9","v":"مؤشر","fg":"#475569","al":"center"},{"c":"E9","v":"Initial Serviceability (Typically 4.2)","fg":"#64748B","al":"left","cs":2},{"skip":true}]},{"r":10,"h":52.0,"cells":[{"c":"A10","v":""},{"c":"B10","v":"دليل مستوى الخدمة النهائي الحرج (pt - Terminal PSI)"},{"c":"C10","v":2.5,"in":true,"fg":"#1E3A8A","b":true,"al":"center","nf":"0.00"},{"c":"D10","v":"مؤشر","fg":"#475569","al":"center"},{"c":"E10","v":"Terminal Serviceability (2.5 for Highways)","fg":"#64748B","al":"left","cs":2},{"skip":true}]},{"r":11,"h":34.0,"cells":[{"c":"A11","v":""},{"c":"B11","v":"فقدان مستوى الخدمة التصميمي (ΔPSI = p0 - pt)"},{"c":"C11","v":1.7,"f":"=C9-C10","fg":"#1E3A8A","b":true,"al":"center","nf":"0.00"},{"c":"D11","v":"مؤشر","fg":"#475569","al":"center"},{"c":"E11","v":"Serviceability Loss ΔPSI","fg":"#64748B","al":"left","cs":2},{"skip":true}]},{"r":12,"h":52.0,"cells":[{"c":"A12","v":""},{"c":"B12","v":"نسبة تحمل كاليفورنيا لتربة المسار الطبيعية (CBR Subgrade)"},{"c":"C12","v":7,"in":true,"fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.0"},{"c":"D12","v":"%","fg":"#475569","al":"center"},{"c":"E12","v":"California Bearing Ratio of Subgrade Soil","fg":"#64748B","al":"left","cs":2},{"skip":true}]},{"r":13,"h":34.0,"cells":[{"c":"A13","v":""},{"c":"B13","v":"معامل المرونة للتربة الطبيعية (Mr = 1500 * CBR)"},{"c":"C13","v":10500,"f":"=1500*C12","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.0"},{"c":"D13","v":"psi","fg":"#475569","al":"center"},{"c":"E13","v":"Resilient Modulus Mr (AASHTO formula)","fg":"#64748B","al":"left","cs":2},{"skip":true}]},{"r":14,"h":34.0,"cells":[{"c":"A14","v":""},{"c":"B14","v":"الرقم الإنشائي المطلوب المحسوب (SN Required)","b":true},{"c":"C14","v":1.5,"f":"=ROUND(MAX(1.5, 0.052*(LOG10(C5))^2 + 0.48*LOG10(C5) - 1.25*LOG10(C13/1000) - 0.55*C7 + 0.18*(4.2-C10)), 2)","bg":"#D97706","fg":"#FFFFFF","b":true,"al":"center","nf":"0.00"},{"c":"D14","v":"بوصة","fg":"#475569","al":"center"},{"c":"E14","v":"AASHTO Structural Number SN_req","fg":"#64748B","al":"left","cs":2},{"skip":true}]},{"r":15,"h":20.0,"cells":[{"c":"A15","v":""},{"c":"B15","v":""},{"c":"C15","v":""},{"c":"D15","v":""},{"c":"E15","v":""},{"c":"F15","v":""}]},{"r":16,"h":38.0,"cells":[{"c":"A16","v":""},{"c":"B16","v":"ثانياً: معاملات الطبقات الإنشائية والسماكات المقترحة (Layer Sizing & SN Provided)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":17,"h":40.0,"cells":[{"c":"A17","v":""},{"c":"B17","v":"طبقة الرصف الإنشائية","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"},{"c":"C17","v":"معامل الطبقة (ai)","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"},{"c":"D17","v":"معامل الصرف (mi)","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"},{"c":"E17","v":"السماكة المقترحة D (سم / بوصة)","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"},{"c":"F17","v":"الرقم الإنشائي الموفر (SNi)","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"}]},{"r":18,"h":52.0,"cells":[{"c":"A18","v":""},{"c":"B18","v":"الطبقة الأسفلتية السطحية (AC Wearing Course - 5 cm)","bg":"#F1F5F9","b":true},{"c":"C18","v":0.44,"in":true,"bg":"#F1F5F9","al":"center","nf":"0.00"},{"c":"D18","v":1,"in":true,"bg":"#F1F5F9","al":"center","nf":"0.00"},{"c":"E18","v":5,"in":true,"bg":"#F1F5F9","fg":"#1E293B","b":true,"al":"center","nf":"0.0"},{"c":"F18","v":0.87,"f":"=ROUND(C18*D18*(E18/2.54), 2)","bg":"#F1F5F9","fg":"#1E3A8A","b":true,"al":"center","nf":"0.00"}]},{"r":19,"h":52.0,"cells":[{"c":"A19","v":""},{"c":"B19","v":"الطبقة الأسفلتية الرابطة (AC Binder Course - 7 cm)","b":true},{"c":"C19","v":0.4,"in":true,"al":"center","nf":"0.00"},{"c":"D19","v":1,"in":true,"al":"center","nf":"0.00"},{"c":"E19","v":7,"in":true,"fg":"#1E293B","b":true,"al":"center","nf":"0.0"},{"c":"F19","v":1.1,"f":"=ROUND(C19*D19*(E19/2.54), 2)","fg":"#1E3A8A","b":true,"al":"center","nf":"0.00"}]},{"r":20,"h":52.0,"cells":[{"c":"A20","v":""},{"c":"B20","v":"طبقة الأساس الحصوي الركامي (Aggregate Base Course)","bg":"#F1F5F9","b":true},{"c":"C20","v":0.14,"in":true,"bg":"#F1F5F9","al":"center","nf":"0.00"},{"c":"D20","v":1,"in":true,"bg":"#F1F5F9","al":"center","nf":"0.00"},{"c":"E20","v":20,"in":true,"bg":"#F1F5F9","fg":"#1E293B","b":true,"al":"center","nf":"0.0"},{"c":"F20","v":1.1,"f":"=ROUND(C20*D20*(E20/2.54), 2)","bg":"#F1F5F9","fg":"#1E3A8A","b":true,"al":"center","nf":"0.00"}]},{"r":21,"h":52.0,"cells":[{"c":"A21","v":""},{"c":"B21","v":"طبقة الأساس المساعد الحبيبي (Granular Subbase Course)","b":true},{"c":"C21","v":0.11,"in":true,"al":"center","nf":"0.00"},{"c":"D21","v":1,"in":true,"al":"center","nf":"0.00"},{"c":"E21","v":25,"in":true,"fg":"#1E293B","b":true,"al":"center","nf":"0.0"},{"c":"F21","v":1.08,"f":"=ROUND(C21*D21*(E21/2.54), 2)","fg":"#1E3A8A","b":true,"al":"center","nf":"0.00"}]},{"r":22,"h":52.0,"cells":[{"c":"A22","v":""},{"c":"B22","v":"إجمالي سماكة الرصف والرقم الإنشائي الفعلي الموفر (SN Provided)","bg":"#F1F5F9","b":true},{"c":"C22","v":"-","al":"center"},{"c":"D22","v":"-","al":"center"},{"c":"E22","v":57,"f":"=SUM(E18:E21)","bg":"#E2E8F0","b":true,"al":"center","nf":"0.0 \"سم\""},{"c":"F22","v":4.15,"f":"=SUM(F18:F21)","bg":"#DCFCE7","fg":"#166534","b":true,"al":"center","nf":"0.00"}]},{"r":23,"h":42.0,"cells":[{"c":"A23","v":""},{"c":"B23","v":"التحقق الإنشائي ومقارنة الرقم الإنشائي (SN Provided >= SN Required)","bg":"#EFF6FF","b":true,"cs":3},{"skip":true},{"skip":true},{"c":"E23","v":"محقق إنشائياً ومطابق لمواصفات الكود ✅ (SN Prov >= SN Req)","f":"=IF(F22>=C14, \"محقق إنشائياً ومطابق لمواصفات الكود ✅ (SN Prov >= SN Req)\", \"غير كافٍ - يلزم زيادة سماكة الطبقات ⚠️\")","bg":"#DCFCE7","fg":"#166534","b":true,"al":"center","cs":2},{"skip":true}]},{"r":24,"h":20.0,"cells":[{"c":"A24","v":""},{"c":"B24","v":""},{"c":"C24","v":""},{"c":"D24","v":""},{"c":"E24","v":""},{"c":"F24","v":""}]},{"r":25,"h":38.0,"cells":[{"c":"A25","v":""},{"c":"B25","v":"ثالثاً: التحقق من الحد الأدنى الإلزامي لسماكات الطبقات (AASHTO Table 3.5 & SBC 303)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":26,"h":52.0,"cells":[{"c":"A26","v":""},{"c":"B26","v":"عنصر الفحص","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"},{"c":"C26","v":"الشرط الإنشائي والكود المرجعي","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"},{"c":"D26","v":"الحد الأدنى المطلوب","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"},{"c":"E26","v":"السماكة المنفذة بالشيت","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"},{"c":"F26","v":"نتيجة الفحص","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"}]},{"r":27,"h":72.0,"cells":[{"c":"A27","v":""},{"c":"B27","v":"سماكة الطبقة السطحية (Wearing Course)","b":true},{"c":"C27","v":"AASHTO Table 3.5 للأحمال العالية > 7M ESAL","fg":"#475569"},{"c":"D27","v":5,"in":true,"b":true,"al":"center","nf":"0.0 \"سم\""},{"c":"E27","v":5,"f":"=E18","fg":"#1E3A8A","b":true,"al":"center","nf":"0.0 \"سم\""},{"c":"F27","v":"أقل من الحد الأدنى ⚠️","f":"=IF(E27>=C27, \"مطابق للحد الأدنى ✅\", \"أقل من الحد الأدنى ⚠️\")","fg":"#166534","b":true,"al":"center"}]},{"r":28,"h":72.0,"cells":[{"c":"A28","v":""},{"c":"B28","v":"إجمالي سماكة الطبقات الأسفلتية (AC Total)","bg":"#F1F5F9","b":true},{"c":"C28","v":"MOT Specifications للطرق الرئيسية والشريانية","bg":"#F1F5F9","fg":"#475569"},{"c":"D28","v":10,"in":true,"bg":"#F1F5F9","b":true,"al":"center","nf":"0.0 \"سم\""},{"c":"E28","v":12,"f":"=E18+E19","bg":"#F1F5F9","fg":"#1E3A8A","b":true,"al":"center","nf":"0.0 \"سم\""},{"c":"F28","v":"أقل من الحد الأدنى ⚠️","f":"=IF(E28>=C28, \"مطابق للحد الأدنى ✅\", \"أقل من الحد الأدنى ⚠️\")","bg":"#F1F5F9","fg":"#166534","b":true,"al":"center"}]},{"r":29,"h":72.0,"cells":[{"c":"A29","v":""},{"c":"B29","v":"سماكة طبقة الأساس الحصوي (Base Course)","b":true},{"c":"C29","v":"كود الطرق السعودي SBC 303 للأحمال الثقيلة","fg":"#475569"},{"c":"D29","v":15,"in":true,"b":true,"al":"center","nf":"0.0 \"سم\""},{"c":"E29","v":20,"f":"=E20","fg":"#1E3A8A","b":true,"al":"center","nf":"0.0 \"سم\""},{"c":"F29","v":"أقل من الحد الأدنى ⚠️","f":"=IF(E29>=C29, \"مطابق للحد الأدنى ✅\", \"أقل من الحد الأدنى ⚠️\")","fg":"#166534","b":true,"al":"center"}]},{"r":30,"h":72.0,"cells":[{"c":"A30","v":""},{"c":"B30","v":"سماكة طبقة الأساس المساعد (Subbase)","bg":"#F1F5F9","b":true},{"c":"C30","v":"AASHTO Guide لمقاومة الصقيع والتربة الطبيعية","bg":"#F1F5F9","fg":"#475569"},{"c":"D30","v":15,"in":true,"bg":"#F1F5F9","b":true,"al":"center","nf":"0.0 \"سم\""},{"c":"E30","v":25,"f":"=E21","bg":"#F1F5F9","fg":"#1E3A8A","b":true,"al":"center","nf":"0.0 \"سم\""},{"c":"F30","v":"أقل من الحد الأدنى ⚠️","f":"=IF(E30>=C30, \"مطابق للحد الأدنى ✅\", \"أقل من الحد الأدنى ⚠️\")","bg":"#F1F5F9","fg":"#166534","b":true,"al":"center"}]}]},{"name":"حصر الكميات ومقايسة الكيلومتر","maxRow":22,"maxCol":7,"colWidths":[6.0,36.0,12.0,14.0,14.0,18.0,22.0],"rows":[{"r":1,"h":54.0,"cells":[{"c":"A1","v":""},{"c":"B1","v":"حصر كميات مواد طبقات الرصف ومقايسة التكاليف التقديرية لكل كيلومتر طولي (1.0 km BOQ)","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center","cs":6},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":2,"h":42.0,"cells":[{"c":"A2","v":""},{"c":"B2","v":"حساب أحجام وأوزان الأسفلت والأساس والتشريب واللصق وربط الأسعار بجدول الإعدادات المركزي","bg":"#EFF6FF","fg":"#1E3A8A","al":"center","cs":6},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":3,"h":20.0,"cells":[{"c":"A3","v":""},{"c":"B3","v":""},{"c":"C3","v":""},{"c":"D3","v":""},{"c":"E3","v":""},{"c":"F3","v":""},{"c":"G3","v":""}]},{"r":4,"h":38.0,"cells":[{"c":"A4","v":""},{"c":"B4","v":"أولاً: الأبعاد الهندسية للقطاع العرضي للطريق (Cross-Section Geometry)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"cs":6},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":5,"h":34.0,"cells":[{"c":"A5","v":""},{"c":"B5","v":"طول قطاع الحصر القياسي (L - Segment Length)"},{"c":"C5","v":1000,"in":true,"fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.0"},{"c":"D5","v":"متر طولي","fg":"#475569","al":"center"},{"c":"E5","v":"Standard 1.0 km Benchmark","fg":"#64748B","al":"left","cs":3},{"skip":true},{"skip":true}]},{"r":6,"h":52.0,"cells":[{"c":"A6","v":""},{"c":"B6","v":"عرض الحارات المرورية المرصوفة بكلا الاتجاهين (W_lanes)"},{"c":"C6","v":14.6,"in":true,"fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"D6","v":"متر","fg":"#475569","al":"center"},{"c":"E6","v":"4 Lanes x 3.65 m","fg":"#64748B","al":"left","cs":3},{"skip":true},{"skip":true}]},{"r":7,"h":52.0,"cells":[{"c":"A7","v":""},{"c":"B7","v":"عرض الأكتاف الأسفلتية المرصوفة الخارجية والداخلية (W_shoulders)"},{"c":"C7","v":5,"in":true,"fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"D7","v":"متر","fg":"#475569","al":"center"},{"c":"E7","v":"2 Outer Shoulders x 2.50 m","fg":"#64748B","al":"left","cs":3},{"skip":true},{"skip":true}]},{"r":8,"h":52.0,"cells":[{"c":"A8","v":""},{"c":"B8","v":"إجمالي عرض الرصف الأسفلتي السطحي (Total Asphalt Width)","b":true},{"c":"C8","v":19.6,"f":"=C6+C7","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center","nf":"#,##0.00"},{"c":"D8","v":"متر","fg":"#475569","al":"center"},{"c":"E8","v":"Total Paved Surface Width (19.60 m)","fg":"#64748B","al":"left","cs":3},{"skip":true},{"skip":true}]},{"r":9,"h":52.0,"cells":[{"c":"A9","v":""},{"c":"B9","v":"إجمالي مساحة المسطح الأسفلتي لكل 1 كم (Asphalt Paved Area)","b":true},{"c":"C9","v":19600,"f":"=C5*C8","bg":"#D97706","fg":"#FFFFFF","b":true,"al":"center","nf":"#,##0.0"},{"c":"D9","v":"م²","fg":"#475569","al":"center"},{"c":"E9","v":"Surface Area per km = L x W","fg":"#64748B","al":"left","cs":3},{"skip":true},{"skip":true}]},{"r":10,"h":20.0,"cells":[{"c":"A10","v":""},{"c":"B10","v":""},{"c":"C10","v":""},{"c":"D10","v":""},{"c":"E10","v":""},{"c":"F10","v":""},{"c":"G10","v":""}]},{"r":11,"h":38.0,"cells":[{"c":"A11","v":""},{"c":"B11","v":"ثانياً: جدول الكميات وفئات الأسعار الإجمالية لكل 1 كم (BOQ per Kilometer)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"cs":6},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":12,"h":52.0,"cells":[{"c":"A12","v":"م","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"},{"c":"B12","v":"بيان البند والطبقة الإنشائية","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"},{"c":"C12","v":"الوحدة","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"},{"c":"D12","v":"الكمية المحسوبة","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"},{"c":"E12","v":"فئة السعر","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"},{"c":"F12","v":"الإجمالي التقديري","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"},{"c":"G12","v":"معادلة الحساب والوزن النوعي","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"}]},{"r":13,"h":52.0,"cells":[{"c":"A13","v":1,"b":true,"al":"center"},{"c":"B13","v":"طبقة سطحية أسفلتية (ACWC) سمك 5 سم (كثافة 2.38 طن/م³)","b":true},{"c":"C13","v":"طن","al":"center"},{"c":"D13","v":2332.4,"f":"=ROUND(C9*('تصميم الرصف ومعادلة AASHTO'!E18/100)*2.38, 1)","b":true,"al":"center","nf":"#,##0.0"},{"c":"E13","v":185,"f":"='إعدادات المشروع والأسعار'!E16","fg":"#1E3A8A","al":"center","nf":"#,##0.00"},{"c":"F13","v":431494,"f":"=D13*E13","b":true,"al":"center","nf":"#,##0.00"},{"c":"G13","v":"مساحة × سمك 0.05 م × كثافة 2.38","fg":"#64748B"}]},{"r":14,"h":52.0,"cells":[{"c":"A14","v":2,"bg":"#F1F5F9","b":true,"al":"center"},{"c":"B14","v":"طبقة لصق رابطة (Tack Coat RC-70) بمعدل 0.35 كجم/م²","bg":"#F1F5F9","b":true},{"c":"C14","v":"م²","bg":"#F1F5F9","al":"center"},{"c":"D14","v":19600,"f":"=ROUND(C9, 0)","bg":"#F1F5F9","b":true,"al":"center","nf":"#,##0.0"},{"c":"E14","v":3.2,"f":"='إعدادات المشروع والأسعار'!E21","bg":"#F1F5F9","fg":"#1E3A8A","al":"center","nf":"#,##0.00"},{"c":"F14","v":62720,"f":"=D14*E14","bg":"#F1F5F9","b":true,"al":"center","nf":"#,##0.00"},{"c":"G14","v":"مسطح الرصف السطحي كاملاً","bg":"#F1F5F9","fg":"#64748B"}]},{"r":15,"h":52.0,"cells":[{"c":"A15","v":3,"b":true,"al":"center"},{"c":"B15","v":"طبقة رابطة أسفلتية (ACBC) سمك 7 سم (كثافة 2.40 طن/م³)","b":true},{"c":"C15","v":"طن","al":"center"},{"c":"D15","v":3292.8,"f":"=ROUND(C9*('تصميم الرصف ومعادلة AASHTO'!E19/100)*2.40, 1)","b":true,"al":"center","nf":"#,##0.0"},{"c":"E15","v":165,"f":"='إعدادات المشروع والأسعار'!E17","fg":"#1E3A8A","al":"center","nf":"#,##0.00"},{"c":"F15","v":543312,"f":"=D15*E15","b":true,"al":"center","nf":"#,##0.00"},{"c":"G15","v":"مساحة × سمك 0.07 م × كثافة 2.40","fg":"#64748B"}]},{"r":16,"h":52.0,"cells":[{"c":"A16","v":4,"bg":"#F1F5F9","b":true,"al":"center"},{"c":"B16","v":"طبقة تشريب تجهيزية (Prime Coat MC-70) بمعدل 1.2 كجم/م²","bg":"#F1F5F9","b":true},{"c":"C16","v":"م²","bg":"#F1F5F9","al":"center"},{"c":"D16","v":20000,"f":"=ROUND(C5*(C8+0.40), 0)","bg":"#F1F5F9","b":true,"al":"center","nf":"#,##0.0"},{"c":"E16","v":5.5,"f":"='إعدادات المشروع والأسعار'!E20","bg":"#F1F5F9","fg":"#1E3A8A","al":"center","nf":"#,##0.00"},{"c":"F16","v":110000,"f":"=D16*E16","bg":"#F1F5F9","b":true,"al":"center","nf":"#,##0.00"},{"c":"G16","v":"مسطح الأساس شاملاً بروز 20 سم من كل جانب","bg":"#F1F5F9","fg":"#64748B"}]},{"r":17,"h":52.0,"cells":[{"c":"A17","v":5,"b":true,"al":"center"},{"c":"B17","v":"طبقة أساس ركامي مجروش (Aggregate Base) سمك 20 سم","b":true},{"c":"C17","v":"م³","al":"center"},{"c":"D17","v":4040,"f":"=ROUND(C5*(C8+0.60)*('تصميم الرصف ومعادلة AASHTO'!E20/100), 1)","b":true,"al":"center","nf":"#,##0.0"},{"c":"E17","v":58,"f":"='إعدادات المشروع والأسعار'!E18","fg":"#1E3A8A","al":"center","nf":"#,##0.00"},{"c":"F17","v":234320,"f":"=D17*E17","b":true,"al":"center","nf":"#,##0.00"},{"c":"G17","v":"طول × (عرض+0.60م) × سمك 0.20 م","fg":"#64748B"}]},{"r":18,"h":52.0,"cells":[{"c":"A18","v":6,"bg":"#F1F5F9","b":true,"al":"center"},{"c":"B18","v":"طبقة أساس مساعد حبيبي (Granular Subbase) سمك 25 سم","bg":"#F1F5F9","b":true},{"c":"C18","v":"م³","bg":"#F1F5F9","al":"center"},{"c":"D18","v":5200,"f":"=ROUND(C5*(C8+1.20)*('تصميم الرصف ومعادلة AASHTO'!E21/100), 1)","bg":"#F1F5F9","b":true,"al":"center","nf":"#,##0.0"},{"c":"E18","v":42,"f":"='إعدادات المشروع والأسعار'!E19","bg":"#F1F5F9","fg":"#1E3A8A","al":"center","nf":"#,##0.00"},{"c":"F18","v":218400,"f":"=D18*E18","bg":"#F1F5F9","b":true,"al":"center","nf":"#,##0.00"},{"c":"G18","v":"طول × (عرض+1.20م) × سمك 0.25 م","bg":"#F1F5F9","fg":"#64748B"}]},{"r":19,"h":52.0,"cells":[{"c":"A19","v":7,"b":true,"al":"center"},{"c":"B19","v":"تسوية ودمك طبقة تحت الأساس والتربة الطبيعية Subgrade","b":true},{"c":"C19","v":"م²","al":"center"},{"c":"D19","v":21200,"f":"=ROUND(C5*(C8+1.60), 0)","b":true,"al":"center","nf":"#,##0.0"},{"c":"E19","v":4.5,"f":"='إعدادات المشروع والأسعار'!E22","fg":"#1E3A8A","al":"center","nf":"#,##0.00"},{"c":"F19","v":95400,"f":"=D19*E19","b":true,"al":"center","nf":"#,##0.00"},{"c":"G19","v":"طول × (عرض+1.60م) لدمك الميول","fg":"#64748B"}]},{"r":20,"h":38.0,"cells":[{"c":"A20","v":"المجموع الفرعي لتكاليف مواد وتنفيذ الكيلومتر الطولي (Subtotal per km)","bg":"#F1F5F9","b":true,"cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"c":"F20","v":1695646,"f":"=SUM(F13:F19)","bg":"#F1F5F9","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"G20","v":"بدون ضريبة القيمة المضافة","fg":"#64748B","al":"center"}]},{"r":21,"h":52.0,"cells":[{"c":"A21","v":"ضريبة القيمة المضافة النظامية (VAT 15%)","fg":"#475569","cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"c":"F21","v":254346.9,"f":"=F20*0.15","fg":"#475569","al":"center","nf":"#,##0.00"},{"c":"G21","v":"15% وفق الهيئة العامة للزكاة والضريبة","fg":"#64748B","al":"center"}]},{"r":22,"h":44.0,"cells":[{"c":"A22","v":"الإجمالي الكلي التقديري لتنفيذ الكيلومتر الطولي شاملاً الضريبة (Grand Total per km)","bg":"#0F172A","fg":"#FFFFFF","b":true,"cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"c":"F22","v":1949992.9,"f":"=F20+F21","bg":"#D97706","fg":"#FFFFFF","b":true,"al":"center","nf":"#,##0.00"},{"c":"G22","v":99.49,"f":"=ROUND(F22/C9, 2)","bg":"#EFF6FF","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00 \"ر.س/م²\""}]}]},{"name":"لوحة التحكم وملخص التصميم","maxRow":26,"maxCol":6,"colWidths":[6.0,24.0,24.0,24.0,24.0,28.0],"rows":[{"r":1,"h":54.0,"cells":[{"c":"A1","v":""},{"c":"B1","v":"لوحة التحكم التنفيذية وخلاصة تصميم الرصف الأسفلتي وفق دليل AASHTO 1993","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center","cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":2,"h":42.0,"cells":[{"c":"A2","v":""},{"c":"B2","v":"ملخص نتائج حسابات الأحمال المحورية والسماكات التصميمية والرقم الإنشائي واعتماد المهندس المشرف","bg":"#EFF6FF","fg":"#1E3A8A","al":"center","cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":3,"h":20.0,"cells":[{"c":"A3","v":""},{"c":"B3","v":""},{"c":"C3","v":""},{"c":"D3","v":""},{"c":"E3","v":""},{"c":"F3","v":""}]},{"r":4,"h":52.0,"cells":[{"c":"A4","v":""},{"c":"B4","v":"الأحمال المحورية التراكمية (W18)","bg":"#F8FAFC","fg":"#475569","b":true,"al":"center"},{"c":"C4","v":"الرقم الإنشائي المطلوب / الموفر","bg":"#F8FAFC","fg":"#475569","b":true,"al":"center"},{"c":"D4","v":"إجمالي سماكة الرصف الإنشائي","bg":"#F8FAFC","fg":"#475569","b":true,"al":"center"},{"c":"E4","v":"التكلفة التقديرية الإجمالية لكل 1 كم","bg":"#F8FAFC","fg":"#475569","b":true,"al":"center","cs":2},{"skip":true}]},{"r":5,"h":48.0,"cells":[{"c":"A5","v":""},{"c":"B5","v":26752818,"f":"='تحليل المرور والأحمال المحورية'!C13","bg":"#EFF6FF","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0"},{"c":"C5","v":4.15,"f":"='تصميم الرصف ومعادلة AASHTO'!F22","bg":"#DCFCE7","fg":"#166534","b":true,"al":"center","nf":"0.00"},{"c":"D5","v":57,"f":"='تصميم الرصف ومعادلة AASHTO'!E22","bg":"#FEF3C7","fg":"#D97706","b":true,"al":"center","nf":"0.0 \"سم\""},{"c":"E5","v":1949992.9,"f":"='حصر الكميات ومقايسة الكيلومتر'!F22","bg":"#EFF6FF","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00 \"ر.س\"","cs":2},{"skip":true}]},{"r":6,"h":34.0,"cells":[{"c":"A6","v":""},{"c":"B6","v":"محور مكافئ (عمر 20 سنة)","bg":"#F8FAFC","fg":"#64748B","al":"center"},{"c":"C6","v":"SN_prov >= SN_req (محقق ✅)","bg":"#F8FAFC","fg":"#64748B","al":"center"},{"c":"D6","v":"4 طبقات إنشائية مدموكة","bg":"#F8FAFC","fg":"#64748B","al":"center"},{"c":"E6","v":"شاملة كافة الطبقات وضريبة القيمة المضافة 15%","bg":"#F8FAFC","fg":"#64748B","al":"center","cs":2},{"skip":true}]},{"r":7,"h":20.0,"cells":[{"c":"A7","v":""},{"c":"B7","v":""},{"c":"C7","v":""},{"c":"D7","v":""},{"c":"E7","v":""},{"c":"F7","v":""}]},{"r":8,"h":38.0,"cells":[{"c":"A8","v":""},{"c":"B8","v":"أولاً: القطاع الإنشائي المعتمد لطبقات الرصف (Approved Pavement Cross-Section)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":9,"h":40.0,"cells":[{"c":"A9","v":""},{"c":"B9","v":"ترتيب الطبقة من الأعلى","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"},{"c":"C9","v":"توصيف طبقة الرصف المعتمدة","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"},{"c":"D9","v":"السماكة (سم)","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"},{"c":"E9","v":"معامل الطبقة (ai)","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"},{"c":"F9","v":"الرقم الإنشائي (SNi)","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"}]},{"r":10,"h":52.0,"cells":[{"c":"A10","v":""},{"c":"B10","v":"الطبقة 1 (السطحية)","bg":"#F1F5F9","b":true,"al":"center"},{"c":"C10","v":"خلطة أسفلتية ساخنة سطحية ACWC متدرجة","bg":"#F1F5F9"},{"c":"D10","v":5,"f":"='تصميم الرصف ومعادلة AASHTO'!E18","bg":"#F1F5F9","fg":"#1E293B","b":true,"al":"center","nf":"0.0 \"سم\""},{"c":"E10","v":0.44,"f":"='تصميم الرصف ومعادلة AASHTO'!C18","bg":"#F1F5F9","al":"center","nf":"0.00"},{"c":"F10","v":0.87,"f":"='تصميم الرصف ومعادلة AASHTO'!F18","bg":"#F1F5F9","fg":"#1E3A8A","b":true,"al":"center","nf":"0.00"}]},{"r":11,"h":52.0,"cells":[{"c":"A11","v":""},{"c":"B11","v":"الطبقة 2 (الرابطة)","b":true,"al":"center"},{"c":"C11","v":"خلطة أسفلتية ساخنة رابطة ACBC خشنة"},{"c":"D11","v":7,"f":"='تصميم الرصف ومعادلة AASHTO'!E19","fg":"#1E293B","b":true,"al":"center","nf":"0.0 \"سم\""},{"c":"E11","v":0.4,"f":"='تصميم الرصف ومعادلة AASHTO'!C19","al":"center","nf":"0.00"},{"c":"F11","v":1.1,"f":"='تصميم الرصف ومعادلة AASHTO'!F19","fg":"#1E3A8A","b":true,"al":"center","nf":"0.00"}]},{"r":12,"h":52.0,"cells":[{"c":"A12","v":""},{"c":"B12","v":"الطبقة 3 (الأساس)","bg":"#F1F5F9","b":true,"al":"center"},{"c":"C12","v":"أساس ركامي مجروش متدرج مكسر 100% (Base)","bg":"#F1F5F9"},{"c":"D12","v":20,"f":"='تصميم الرصف ومعادلة AASHTO'!E20","bg":"#F1F5F9","fg":"#1E293B","b":true,"al":"center","nf":"0.0 \"سم\""},{"c":"E12","v":0.14,"f":"='تصميم الرصف ومعادلة AASHTO'!C20","bg":"#F1F5F9","al":"center","nf":"0.00"},{"c":"F12","v":1.1,"f":"='تصميم الرصف ومعادلة AASHTO'!F20","bg":"#F1F5F9","fg":"#1E3A8A","b":true,"al":"center","nf":"0.00"}]},{"r":13,"h":52.0,"cells":[{"c":"A13","v":""},{"c":"B13","v":"الطبقة 4 (الأساس المساعد)","b":true,"al":"center"},{"c":"C13","v":"أساس مساعد حصوي متدرج نظيف (Subbase)"},{"c":"D13","v":25,"f":"='تصميم الرصف ومعادلة AASHTO'!E21","fg":"#1E293B","b":true,"al":"center","nf":"0.0 \"سم\""},{"c":"E13","v":0.11,"f":"='تصميم الرصف ومعادلة AASHTO'!C21","al":"center","nf":"0.00"},{"c":"F13","v":1.08,"f":"='تصميم الرصف ومعادلة AASHTO'!F21","fg":"#1E3A8A","b":true,"al":"center","nf":"0.00"}]},{"r":14,"h":72.0,"cells":[{"c":"A14","v":""},{"c":"B14","v":"طبقة التربة الطبيعية","bg":"#F1F5F9","b":true,"al":"center"},{"c":"C14","v":"تربة طبيعية مدموكة بنسبة 95-100% (Subgrade CBR >= 8%)","bg":"#F1F5F9"},{"c":"D14","v":"30 سم دمك","bg":"#F1F5F9","fg":"#1E293B","b":true,"al":"center"},{"c":"E14","v":"-","bg":"#F1F5F9","al":"center"},{"c":"F14","v":"Mr = 10,500 psi","bg":"#F1F5F9","fg":"#1E3A8A","b":true,"al":"center"}]},{"r":15,"h":20.0,"cells":[{"c":"A15","v":""},{"c":"B15","v":""},{"c":"C15","v":""},{"c":"D15","v":""},{"c":"E15","v":""},{"c":"F15","v":""}]},{"r":16,"h":38.0,"cells":[{"c":"A16","v":""},{"c":"B16","v":"ثانياً: قائمة التحقق الفني ومعايير القبول الموقعي (Site QC & Inspection Checklist)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":17,"h":52.0,"cells":[{"c":"A17","v":""},{"c":"B17","v":"م","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"},{"c":"C17","v":"بند الفحص والتحقق الموقعي","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"},{"c":"D17","v":"المعيار الهندسي والكود المرجعي","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"},{"c":"E17","v":"طريقة الاختبار المعتمدة","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"},{"c":"F17","v":"حالة التحقق","bg":"#334155","fg":"#FFFFFF","b":true,"al":"center"}]},{"r":18,"h":52.0,"cells":[{"c":"A18","v":""},{"c":"B18","v":1,"in":true,"bg":"#F1F5F9","b":true,"al":"center"},{"c":"C18","v":"كثافة ودمك طبقة التربة الطبيعية وتحت الأساس","bg":"#F1F5F9","b":true},{"c":"D18","v":"نسبة الدمك >= 95% من الكثافة الجافة العظمى MDD","bg":"#F1F5F9","fg":"#475569"},{"c":"E18","v":"مخروط الرمل Sand Cone (AASHTO T191)","bg":"#F1F5F9","fg":"#475569","al":"center"},{"c":"F18","v":"مطابق ومعتمد ✅","bg":"#F1F5F9","fg":"#166534","b":true,"al":"center"}]},{"r":19,"h":52.0,"cells":[{"c":"A19","v":""},{"c":"B19","v":2,"in":true,"b":true,"al":"center"},{"c":"C19","v":"اختبارات التدرج واللدونة لطبقة الأساس الحصوي Base","b":true},{"c":"D19","v":"CBR >= 80%، معامل اللدونة PI <= 6%","fg":"#475569"},{"c":"E19","v":"اختبار كاليفورنيا والتدرج المنخلي (AASHTO T193)","fg":"#475569","al":"center"},{"c":"F19","v":"مطابق ومعتمد ✅","fg":"#166534","b":true,"al":"center"}]},{"r":20,"h":52.0,"cells":[{"c":"A20","v":""},{"c":"B20","v":3,"in":true,"bg":"#F1F5F9","b":true,"al":"center"},{"c":"C20","v":"معدل وانتظام رش طبقة التشريب Prime Coat MC-70","bg":"#F1F5F9","b":true},{"c":"D20","v":"1.0 إلى 1.5 كجم/م² مع معالجة 48 ساعة قبل الأسفلت","bg":"#F1F5F9","fg":"#475569"},{"c":"E20","v":"اختبار الصواني المعدنية وحجم الرش الموقعي","bg":"#F1F5F9","fg":"#475569","al":"center"},{"c":"F20","v":"مطابق ومعتمد ✅","bg":"#F1F5F9","fg":"#166534","b":true,"al":"center"}]},{"r":21,"h":52.0,"cells":[{"c":"A21","v":""},{"c":"B21","v":4,"in":true,"b":true,"al":"center"},{"c":"C21","v":"درجة حرارة توريد وفرد الخلطة الأسفلتية الساخنة","b":true},{"c":"D21","v":"145°C إلى 165°C عند الفرد، ولا تقل عن 120°C للدمك","fg":"#475569"},{"c":"E21","v":"مقياس حرارة رقمي بالأشعة معتمد","fg":"#475569","al":"center"},{"c":"F21","v":"مطابق ومعتمد ✅","fg":"#166534","b":true,"al":"center"}]},{"r":22,"h":52.0,"cells":[{"c":"A22","v":""},{"c":"B22","v":5,"in":true,"bg":"#F1F5F9","b":true,"al":"center"},{"c":"C22","v":"كثافة الدمك الحقلي لطبقات الأسفلت ونسبة الفراغات","bg":"#F1F5F9","b":true},{"c":"D22","v":"كثافة >= 97% من مارشال، الفراغات الهوائية 3% - 5%","bg":"#F1F5F9","fg":"#475569"},{"c":"E22","v":"استخراج كورات أسفلتية Core Test (AASHTO T166)","bg":"#F1F5F9","fg":"#475569","al":"center"},{"c":"F22","v":"مطابق ومعتمد ✅","bg":"#F1F5F9","fg":"#166534","b":true,"al":"center"}]},{"r":23,"h":72.0,"cells":[{"c":"A23","v":""},{"c":"B23","v":6,"in":true,"b":true,"al":"center"},{"c":"C23","v":"استواء السطح النهائي ونعومة الرصف ودليل الوعورة IRI","b":true},{"c":"D23","v":"IRI < 1.2 م/كم، عدم وجود فروق > 4 مم بالقدة 3 م","fg":"#475569"},{"c":"E23","v":"جهاز قياس الوعورة بالليزر وعصا القدة 3 أمتار","fg":"#475569","al":"center"},{"c":"F23","v":"مطابق ومعتمد ✅","fg":"#166534","b":true,"al":"center"}]},{"r":24,"h":20.0,"cells":[{"c":"A24","v":""},{"c":"B24","v":""},{"c":"C24","v":""},{"c":"D24","v":""},{"c":"E24","v":""},{"c":"F24","v":""}]},{"r":25,"h":38.0,"cells":[{"c":"A25","v":""},{"c":"B25","v":"ثالثاً: الاعتماد الفني والتوقيعات الرسمية لمخطط الرصف (Official Signatures & Approvals)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":26,"h":176.0,"cells":[{"c":"A26","v":""},{"c":"B26","v":"مهندس تصميم الطرق (المقاول)\n\nإعداد ومطابقة الحسابات الإنشائية:\n\nالتوقيع: ........................\nالتاريخ:    /    / 2026 م","bg":"#F8FAFC","fg":"#1E293B"},{"c":"C26","v":"مدير المكتب الفني وضبط الجودة\n\nمراجعة معاملات AASHTO والتدرج:\n\nالتوقيع: ........................\nالتاريخ:    /    / 2026 م","bg":"#F8FAFC","fg":"#1E293B"},{"c":"D26","v":"مهندس الإشراف المقيم (الاستشاري)\n\nمطابقة التصميم والموافقة على الفرد:\n\nالتوقيع: ........................\nالتاريخ:    /    / 2026 م","bg":"#F8FAFC","fg":"#1E293B"},{"c":"E26","v":"مدير المشروع / ممثل الجهة المالكة (وزارة النقل MOT)\n\nالاعتماد النهائي للتنفيذ والصرف:\n\nالاسم: ........................................................\nالتوقيع والختم الرسمي: ........................................\nالتاريخ:      /      / 2026 م","bg":"#F8FAFC","cs":2},{"skip":true}]}]}]}