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Project Name:

Route:Location:

Project Description:

Owner/Agency:

Design Engineer:

Recommended Concrete Pavement Design

Min. Required Thickness =

Max. Joint Spacing =

Failure Controlled By =

Design Thickness =

Inputs

Design Life:

Traffic

Traffic Category:

Direction Distribution:

Design Lane Distribution:

Trucks per Day (two-way, at time of construction):

Truck Traffic Growth:

Reliability

Reliability:

Percent of Slabs Cracked at End of Design Life:

MEJORAMIENTO VIAL DE LA AV. ALAMEDA DE LA CULTURA

 AV. ALAMEDA DE LA CULTURATAMBOPATA - MADRE DE DIOS

Km 0+000 - Km 2+500 ( 2 Carriles en cada Sentido)

G.R.M.D

SUB GERENCIA DE ESTUDIOS

186.69

4.56

190.00

2299.9

14<25

20

Minor Arterial

50

90

 2,426

5.69

85

15

mm

m

mm

Thickness Adjustment

Rounded-Down

None (As-Designed)

Rounded-Up (Recommended)

years

per day

% per year 

%

%

Thickness (mm) Reliability at Specified

Design Life (%)

190.00

177.30

Faulting

Rounding Considerations:

Rigid ESALs =

2085186.69

Theoretical Life at Specified

Reliability (yrs)

 9,488,368

Report for Concrete Pavement Design

StreetPave 12

 American Concrete Pavement Association

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Support Conditions

Subgrade

Subbase

Top Layer:

Modulus:

Thickness :

Layer 2:

Modulus:

Thickness:

Layer 3:

Modulus:

Thickness:

Composite Modulus of Subgrade Reaction (k-Value):

k =

Concrete Properties

28-Day Flexural Strength (MR):

Modulus of Elasticity (E):

Modulus of Elasticity (E) = 6750 x MR

Design Features

Load Transfer Devices (Dowel Bars)?

Diameter =

Edge Support Provided?

(e.g., tied concrete shoulder, curb and gutter, or widened lane)

 133.00

 0.00

 0.00

 300

0

0

66.32

 55.20

 4.35

 29,362.50

No

NA

Yes

MPa

MPa

mm

MPa

MPa

mm

mm

MPa/m

MPa

MPa

Unstabilized Subbase

Not Selected

Not Selected

CBR (California Bearing Ratio) 10.36

Calculated Resilient Modulus of the Subgrade

Macrofibers in Concrete? Yes

15Residual Strength: %

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98.67

Fatigue & Erosion Calculations

Traffic Category: Cracking Analysis Faulting Analysis

Axle

Load kN

Axles per

1000 Trucks

Expected

Re etitions

Stress

Ratio

Allowable

Re etitions

Fatigue

Consumed Power 

Allowable

Re etitions

Erosion

Consumed

Single Axles

Tandem Axles

Tridem Axles

Total Erosion Used %:Total Fatigue Used %:

133.4 0.45 6385 0.498 2508891 0.25 30.436 182940 3.49

0.85 12060 0.467 24674986 0.05 26.511 284505 4.24

115.6 1.78 25255 0.435 427473193 0.01 22.856 469005 5.38

106.8 5.21 73922 0.404 unlimited 0 19.509 833803 8.87

97.9 7.85 111379 0.372 unlimited 0 16.393 1694399 6.57

89 16.33 231698 0.34 unlimited 0 13.548 4336140 5.34

80.1 25.15 356840 0.308 unlimited 0 10.974 19722433 1.81

71.2 31.82 451477 0.276 unlimited 0 8.671 unlimited 0

62.3 47.73 677216 0.243 unlimited 0 6.639 unlimited 0.01

53.4 182.02 2582585 0.211 unlimited 0 4.878 unlimited 0.02

231.3 1.19 16884 0.368 unlimited 0 27.107 264609 6.38

213.5 2.91 41288 0.341 unlimited 0 23.095 452332 9.13195.7 8.01 113650 0.315 unlimited 0 19.405 850945 13.36

177.9 21.31 302356 0.288 unlimited 0 16.036 1868679 16.18

160.1 56.25 798101 0.26 unlimited 0 12.987 5550540 14.38

142.3 103.63 1470351 0.233 unlimited 0 10.26 42527041 3.46

124.5 121.22 1719926 0.206 unlimited 0 7.854 unlimited 0.02

106.8 72.54 1029231 0.178 unlimited 0 5.779 unlimited 0.01

89 85.94 1219357 0.15 unlimited 0 4.013 unlimited 0.01

71.2 99.34 1409482 0.122 unlimited 0 2.569 unlimited 0.01

97.9 0 0 0.103 unlimited 0 1.799 unlimited 0

71.2 0 0 0.076 unlimited 0 0.952 unlimited 0

311.4 0 0 0.306 unlimited 0 18.204 1092452 0

284.7 0 0 0.281 unlimited 0 15.216 2381597 0

258 0 0 0.256 unlimited 0 12.496 7080779 0

231.3 0 0 0.231 unlimited 0 10.043 58204007 0

204.6 0 0 0.206 unlimited 0 7.859 unlimited 0

177.9 0 0 0.181 unlimited 0 5.941 unlimited 0

151.2 0 0 0.155 unlimited 0 4.292 unlimited 0

124.5 0 0 0.129 unlimited 0 2.91 unlimited 0

124.5

Minor Arterial

0.31

 American Concrete Pavement Association

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