KONSTRUKSI PERKERASANJALAN RAYA

PERHITUNGAN PCI

Disusun Oleh Kelompok 1Program Studi D3 Teknik Sipil Transportasi

Universitas Sebelas Maret Surakarta

1. Arif Subarkah I 82140052. Bimo Radifan A. I 82140073. Jaizul Wachid I 82140244. Marcellino Rico A. I 82140285. Miftahul Ulum I 8214032

DATA UMUM• Lokasi Survei : Jalan Pramuka Mojolaban, Kab. Sukoharjo• Waktu Survei : Selasa, 4 Mei 2016 (09:00-12.30)

DATA UMUM• Kelas Jalan : III B (Lebar Jalur 5 m)• Jalan yang diamati : Sepanjang 500 meter (STA 0+000 – STA

0+500)

Formulir Survei• STA 0+000 – STA 0+100

11. Pacthing &Util Cut Patching12. Polished Aggregate

8. Jl. Reflection Cracking9. Lane/Shoulder Drop Off 14. Railroad Crossing10. Long & Trans. Cracking

TOTALDENSITY

(%)DEDUCT VALUE

1,9 1,90 0,38 190,1936 0,328 0,56 1,08 0,22 11

4,8 5,5 1,4 1,53 2 1,1 16,33 3,27 240,8 0,25 0,5 1,55 0,31 5

1,98 1,98 0,40 110,12 0,25 0,37 0,07 0

1 1 1 1 1 1 1 11 1 1 1 1 1 1 11 1 1 1 1 1 1 11 1 1

1,71 1,76 1,68 1,2 4 0,80 4910,84

AIRFIELD ASPHALT PAVEMENT CONDITION SURVEY DATA SHEETFOR SAMPLE UNIT

13M (unit)

13H (unit)

QUANTITYDISTRESS SEVERITY

1H (m²)1M (m²)7H (m)7M (m)10H (m)10M (m)

DATESAMPLE UNITSAMPLE AREA

16. Shoving

13. Potholes7. Edge Cracking6. Depression

18. Swell17.Slippage Cracking

19. Weathering/Ravelling15. Rutting

27 5,40 70

SECTION STA 0+000 - 0+100SURVEYED BYBRANCH

5.Corrugation4.Bumps and Sags3. Block Cracking2. Bleeding1. Alligator Cracking

CORECTED DEDUCT VALUE (CDV)

• STA 0+000 – STA 0+100

mᵢ = 1+9/98(100-70) = 3,755PCI STA 0+000 – 0+100→ 100 – 91 = 9

NO TOTAL q CDV1 70 49 24 14,345 157,345 3 912 70 49 2 14,345 135,345 2 893 70 2 2 14,345 88,345 1 89

DEDUCT VALUES

Formulir Survei• STA 0+100 – STA 0+200

0,375 0,14 0,515 0,103 70,9 0,9 0,18 150,3 0,3 0,06 01,1 2,8 4,62 8,52 1,704 240,9 0,9 0,18 4

1,04 1,04 0,208 81 1 1 1 1 1 1 11 1 1 1 1 1 1 11 1 1 1 1 1 1 11 1

1,44 3,64 2 0,4 368,035

13 M (unit) 26 5,2 68

13 H (unit)

AIRFIELD ASPHALT PAVEMENT CONDITION SURVEY DATA SHEETFOR SAMPLE UNIT

SAMPLE AREA

18. Swell

11 H (m²)11 M (m²)10 H (m)10M (m)

BRANCHSURVEYED BYSECTION STA 0+100 - 0+200

5.Corrugation 10. Long & Trans. Cracking 15. Rutting

3. Block Cracking 8. Jl. Reflection Cracking 13. Potholes4.Bumps and Sags 9. Lane/Shoulder Drop Off 14. Railroad Crossing

DATESAMPLE UNIT

19. Weathering/Ravelling

1. Alligator Cracking 6. Depression 11. Pacthing &Util Cut Patching2. Bleeding 7. Edge Cracking 12. Polished Aggregate

1H (m²)1M (m²)

DENSITY (%)

DISTRESS SEVERITY QUANTITY TOTAL DEDUCT VALUE

16. Shoving17.Slippage Cracking

CORECTED DEDUCT VALUE (CDV)

• STA 0+100 – STA 0+200

mᵢ = 1+9/98(100-68) = 3,94PCI STA 0+100 – 0+200→ 100 – 87 = 13

NO Total q CDV1 68 36 24 14,1 142,1 3 852 68 36 2 14,1 120,1 2 873 68 2 2 14,1 86,1 1 85

DEDUCT VALUES

Formulir Survei• STA 0+200 – STA 0+300

0,238 0,546 0,4 1,184 0,2368 111,4 1,008 2,408 0,4816 21

0,54 0,48 0,72 0,56 0,8 3,1 0,62 81,68 2,4 2,4 6,48 1,296 21

1 1 1 1 1 1 1 11 1 1 1 1 1 1 11 1 1 1 1 1 1 11 1 1 1 1 1 1 11 1 1 1 1 1 1

1,16 1,92 1,1 3 0,6 4311,0344

AIRFIELD ASPHALT PAVEMENT CONDITION SURVEY DATA SHEETFOR SAMPLE UNIT

DATESAMPLE UNITSAMPLE AREA

13H (unit)

11H (m²)11M (m²)

13M (unit) 787,839

BRANCHSURVEYED BYSECTION STA 0+200 - 0+300

5.Corrugation 10. Long & Trans. Cracking 15. Rutting

3. Block Cracking 8. Jl. Reflection Cracking 13. Potholes4.Bumps and Sags 9. Lane/Shoulder Drop Off 14. Railroad Crossing

1. Alligator Cracking 6. Depression 11. Pacthing &Util Cut Patching2. Bleeding 7. Edge Cracking 12. Polished Aggregate

QUANTITYDISTRESS SEVERITY

1H (m²)1M (m²)

TOTAL DENSITY (%)

DEDUCT VALUE

16. Shoving17.Slippage Cracking18. Swell19. Weathering/Ravelling

CORECTED DEDUCT VALUE (CDV)

• STA 0+200 – STA 0+300

mᵢ = 1+9/98(100-78) = 3,02PCI STA 0+200 – 0+300→ 100 – 85 = 15

NO Total q CDV1 78 43 21 0,42 142,42 3 852 78 43 2 0,42 123,42 2 833 78 2 2 0,42 82,42 1 82

DEDUCT VALUES

Formulir Survei• STA 0+300 – STA 0+400

0,18 0,12 0,375 0,196 0,871 0,1742 91,4 1,26 2,66 0,532 23

0,25 0,3 0,55 0,11 31,2 1,2 0,24 91 1 1 1 1 1 1 11 1 1

1,89 1 0,2 263,4562

4.Bumps and Sags 9. Lane/Shoulder Drop Off 14. Railroad Crossing

DEDUCT VALUE

QUANTITY TOTAL DENSITY (%)

13M (m²)

13H (m²)

11H (m²)11M (m²)1H (m²)1M (m²)

11 2,2 46

DISTRESS SEVERITY

AIRFIELD ASPHALT PAVEMENT CONDITION SURVEY DATA SHEETFOR SAMPLE UNIT

DATE

19. Weathering/Ravelling18. Swell17.Slippage Cracking16. Shoving

SAMPLE AREASAMPLE UNIT

1. Alligator Cracking 6. Depression 11. Pacthing &Util Cut Patching2. Bleeding 7. Edge Cracking 12. Polished Aggregate

BRANCHSURVEYED BYSECTION STA 0+300 - 0+400

5.Corrugation 10. Long & Trans. Cracking 15. Rutting

3. Block Cracking 8. Jl. Reflection Cracking 13. Potholes

CORECTED DEDUCT VALUE (CDV)

• STA 0+300 – STA 0+400

mᵢ = 1+9/98(100-46) = 5,96PCI STA 0+300 – 0+400→ 100 – 64 = 36

NO Total q CDV1 46 26 23 9 9 2,88 115,88 5 612 46 26 23 9 2 2,88 108,88 4 623 46 26 23 2 2 2,88 101,88 3 644 46 26 23 2 2 2,88 80,88 2 565 46 26 23 2 2 2,88 56,88 1 56

DEDUCT VALUES

Formulir Survei• STA 0+400 – STA 0+500

1,26 1,26 0,25 170,048 0,05 0,10 0,02 00,55 0,3 0,85 0,17 0

1 1 1 1 1 1 1 11 1 1 1

1,12 1,5 1,21 1,54 1,44 5 1,00 533,84

13M (m²)

13H (m²)

12 2,40 48

4.Bumps and Sags 9. Lane/Shoulder Drop Off 14. Railroad Crossing5.Corrugation 10. Long & Trans. Cracking 15. Rutting

1H (m²)7M (m)10M (m)

QUANTITY TOTAL DENSITY (%)

DEDUCT VALUE

19. Weathering/Ravelling

DISTRESS SEVERITY

3. Block Cracking 8. Jl. Reflection Cracking 13. Potholes

SECTION STA 0+400 - 0+5001. Alligator Cracking 6. Depression 11. Pacthing &Util Cut Patching

18. Swell

BRANCHSURVEYED BY

2. Bleeding 7. Edge Cracking 12. Polished Aggregate

AIRFIELD ASPHALT PAVEMENT CONDITION SURVEY DATA SHEETFOR SAMPLE UNIT

17.Slippage Cracking16. Shoving

SAMPLE AREASAMPLE UNITDATE

CORECTED DEDUCT VALUE (CDV)

• STA 0+400 – STA 0+500

mᵢ = 1+9/98(100-53) = 5,316PCI STA 0+400 – 0+500→ 100 – 75 = 25

NO Total q CDV1 53 48 5,372 106,37 2 752 53 2 5,372 60,37 1 60

DEDUCT VALUES

KESIMPULAN• PCI STA 0+000 – 0+100 = 9 → Failed• PCI STA 0+100 – 0+200 = 13 →

Serious• PCI STA 0+200 – 0+300 = 15 →

Serious• PCI STA 0+300 – 0+400 = 36 → Very

Poor• PCI STA 0+400 – 0+500 = 25 →

Serious