Tugas mata kuliah Konstruksi Perkerasan Jalan, program studi D3 Teknik Sipil Transportasi, Universitas Sebelas Maret Surakarta (UNS) 2016

1. KONSTRUKSI PERKERASAN
JALAN RAYA
PERHITUNGAN PCI
Disusun Oleh Kelompok 1
Program Studi D3 Teknik Sipil Transportasi
Universitas Sebelas Maret Surakarta
1. Arif Subarkah I 8214005
2. Bimo Radifan A. I 8214007
3. Jaizul Wachid I 8214024
4. Marcellino Rico A. I 8214028
5. Miftahul Ulum I 8214032

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

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

4. Formulir Survei
• STA 0+000 – STA 0+100
11. Pacthing &Util Cut Patching
12. Polished Aggregate
8. Jl. Reflection Cracking
9. Lane/Shoulder Drop Off 14. Railroad Crossing
10. Long & Trans. Cracking
TOTAL
DENSITY
(%)
DEDUCT
VALUE
1,9 1,90 0,38 19
0,1936 0,328 0,56 1,08 0,22 11
4,8 5,5 1,4 1,53 2 1,1 16,33 3,27 24
0,8 0,25 0,5 1,55 0,31 5
1,98 1,98 0,40 11
0,12 0,25 0,37 0,07 0
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1
1,71 1,76 1,68 1,2 4 0,80 49
10,84
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)
DATE
SAMPLE UNIT
SAMPLE AREA
16. Shoving
13. Potholes
7. Edge Cracking
6. Depression
18. Swell
17.Slippage Cracking
19. Weathering/Ravelling
15. Rutting
27 5,40 70
SECTION STA 0+000 - 0+100
SURVEYED BY
BRANCH
5.Corrugation
4.Bumps and Sags
3. Block Cracking
2. Bleeding
1. Alligator Cracking

5. CORECTED DEDUCT VALUE (CDV)
• STA 0+000 – STA 0+100
mᵢ = 1+9/98(100-70) = 3,755
PCI STA 0+000 – 0+100 → 100 – 91 = 9
NO TOTAL q CDV
1 70 49 24 14,345 157,345 3 91
2 70 49 2 14,345 135,345 2 89
3 70 2 2 14,345 88,345 1 89
DEDUCTVALUES

6. Formulir Survei
• STA 0+100 – STA 0+200
0,375 0,14 0,515 0,103 7
0,9 0,9 0,18 15
0,3 0,3 0,06 0
1,1 2,8 4,62 8,52 1,704 24
0,9 0,9 0,18 4
1,04 1,04 0,208 8
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1
1,44 3,64 2 0,4 36
8,035
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)
BRANCH
SURVEYED BY
SECTION STA 0+100 - 0+200
5.Corrugation 10. Long & Trans. Cracking 15. Rutting
3. Block Cracking 8. Jl. Reflection Cracking 13. Potholes
4.Bumps and Sags 9. Lane/Shoulder Drop Off 14. Railroad Crossing
DATE
SAMPLE UNIT
19. Weathering/Ravelling
1. Alligator Cracking 6. Depression 11. Pacthing &Util Cut Patching
2. Bleeding 7. Edge Cracking 12. Polished Aggregate
1H (m²)
1M (m²)
DENSITY
(%)
DISTRESS SEVERITY QUANTITY TOTAL
DEDUCT
VALUE
16. Shoving
17.Slippage Cracking

7. CORECTED DEDUCT VALUE (CDV)
• STA 0+100 – STA 0+200
mᵢ = 1+9/98(100-68) = 3,94
PCI STA 0+100 – 0+200 → 100 – 87 = 13
NO Total q CDV
1 68 36 24 14,1 142,1 3 85
2 68 36 2 14,1 120,1 2 87
3 68 2 2 14,1 86,1 1 85
DEDUCTVALUES

8. Formulir Survei
• STA 0+200 – STA 0+300
0,238 0,546 0,4 1,184 0,2368 11
1,4 1,008 2,408 0,4816 21
0,54 0,48 0,72 0,56 0,8 3,1 0,62 8
1,68 2,4 2,4 6,48 1,296 21
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1
1,16 1,92 1,1 3 0,6 43
11,0344
AIRFIELD ASPHALT PAVEMENT CONDITION SURVEY DATA SHEETFOR SAMPLE UNIT
DATE
SAMPLE UNIT
SAMPLE AREA
13H (unit)
11H (m²)
11M (m²)
13M (unit) 787,839
BRANCH
SURVEYED BY
SECTION STA 0+200 - 0+300
5.Corrugation 10. Long & Trans. Cracking 15. Rutting
3. Block Cracking 8. Jl. Reflection Cracking 13. Potholes
4.Bumps and Sags 9. Lane/Shoulder Drop Off 14. Railroad Crossing
1. Alligator Cracking 6. Depression 11. Pacthing &Util Cut Patching
2. Bleeding 7. Edge Cracking 12. Polished Aggregate
QUANTITYDISTRESS SEVERITY
1H (m²)
1M (m²)
TOTAL
DENSITY
(%)
DEDUCT
VALUE
16. Shoving
17.Slippage Cracking
18. Swell
19. Weathering/Ravelling

9. CORECTED DEDUCT VALUE (CDV)
• STA 0+200 – STA 0+300
mᵢ = 1+9/98(100-78) = 3,02
PCI STA 0+200 – 0+300 → 100 – 85 = 15
NO Total q CDV
1 78 43 21 0,42 142,42 3 85
2 78 43 2 0,42 123,42 2 83
3 78 2 2 0,42 82,42 1 82
DEDUCTVALUES

10. Formulir Survei
• STA 0+300 – STA 0+400
0,18 0,12 0,375 0,196 0,871 0,1742 9
1,4 1,26 2,66 0,532 23
0,25 0,3 0,55 0,11 3
1,2 1,2 0,24 9
1 1 1 1 1 1 1 1
1 1 1
1,89 1 0,2 26
3,4562
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/Ravelling
18. Swell
17.Slippage Cracking
16. Shoving
SAMPLE AREA
SAMPLE UNIT
1. Alligator Cracking 6. Depression 11. Pacthing &Util Cut Patching
2. Bleeding 7. Edge Cracking 12. Polished Aggregate
BRANCH
SURVEYED BY
SECTION STA 0+300 - 0+400
5.Corrugation 10. Long & Trans. Cracking 15. Rutting
3. Block Cracking 8. Jl. Reflection Cracking 13. Potholes

11. CORECTED DEDUCT VALUE (CDV)
• STA 0+300 – STA 0+400
mᵢ = 1+9/98(100-46) = 5,96
PCI STA 0+300 – 0+400 → 100 – 64 = 36
NO Total q CDV
1 46 26 23 9 9 2,88 115,88 5 61
2 46 26 23 9 2 2,88 108,88 4 62
3 46 26 23 2 2 2,88 101,88 3 64
4 46 26 23 2 2 2,88 80,88 2 56
5 46 26 23 2 2 2,88 56,88 1 56
DEDUCTVALUES

12. Formulir Survei
• STA 0+400 – STA 0+500
1,26 1,26 0,25 17
0,048 0,05 0,10 0,02 0
0,55 0,3 0,85 0,17 0
1 1 1 1 1 1 1 1
1 1 1 1
1,12 1,5 1,21 1,54 1,44 5 1,00 53
3,84
13M (m²)
13H (m²)
12 2,40 48
4.Bumps and Sags 9. Lane/Shoulder Drop Off 14. Railroad Crossing
5.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+500
1. Alligator Cracking 6. Depression 11. Pacthing &Util Cut Patching
18. Swell
BRANCH
SURVEYED BY
2. Bleeding 7. Edge Cracking 12. Polished Aggregate
AIRFIELD ASPHALT PAVEMENT CONDITION SURVEY DATA SHEETFOR SAMPLE UNIT
17.Slippage Cracking
16. Shoving
SAMPLE AREA
SAMPLE UNIT
DATE

13. CORECTED DEDUCT VALUE (CDV)
• STA 0+400 – STA 0+500
mᵢ = 1+9/98(100-53) = 5,316
PCI STA 0+400 – 0+500 → 100 – 75 = 25
NO Total q CDV
1 53 48 5,372 106,37 2 75
2 53 2 5,372 60,37 1 60
DEDUCTVALUES

14. 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