Sag K-Value-Web

K-Value Determination (Sag Curve, S>L)Design Speed: 35 Design K-Value: 5 Most Restrictive K-Value: 61

TRAFFIC FLOW (if one-way)

Length of Verticle Curve: 100.0UH Stopping Sight Distance: 220DH Stopping Sight Distance: 295

G2: 10.000%

G1: -10.000%

61 42

TRAFFIC FLOW (if one-way)

Length of Verticle Curve: 100.0UH Stopping Sight Distance: 220DH Stopping Sight Distance: 295

G2: -10.000%

G1: 10.000%

42 61

Determination of Vertical Curve Elevations(Symmetrical Parabolic)

Street Name: Spurs Ranch (Sta 27+00) Plat #: 060018

Length of Vertical Curve (ft) 100.00Elevation of PVC 750.46

-10.000%

10.000%Distance From PVC at Which Elevation is to be Calculated (ft) 100.00

Elevation at Desired Location is 750.46

If the calculated K-value is negative, adjust grades where the algebraic difference is less than 1.5%

G1 Downhill Minimum K-value:

G2 Uphill Minimum K-value:

G1 Uphill Minimum K-value:

G2 Downhill Minimum K-value:

Grade g1 (%)

Grade g2 (%)

Assumptions: Headlight height = 2.0 ft; β = 1.0°; Brake reaction time = 2.5 s; deceleration rate = 11.2 ft/s2. Two-way traffic is assumed in the determination of the most restrictive K-value.

K-Value Determination (Sag Curve, S<L)Design Speed: 30 Most Restrictive K-Value: 42

TRAFFIC FLOW (if one-way) Design K-Value: 36

Length of Verticle Curve: 200.0

UH Stopping Sight Distance: 195

DH Stopping Sight Distance: 220G1: 1.450%

G2: 7.060%

42 36

TRAFFIC FLOW (if one-way)

Length of Verticle Curve: 200.00UH Stopping Sight Distance: 185DH Stopping Sight Distance: 205

G1: -1.450% G2: -7.060%

33 38

Determination of Vertical Curve Elevations(Symmetrical Parabolic)

Street Name: Resort View Plat #: 060386

Length of Vertical Curve (ft) 200.00Elevation of PVC 750.46

1.450%7.060%

Distance From PVC at Which Elevation is to be Calculated (ft) 36.94

Elevation at Desired Location is 751.19

If the calculated K-value is negative, adjust grades where the algebraic difference is less than 1.5%

G1 Downhill Minimum K-value:

G2 Uphill Minimum K-value:

G1 DH STOPPING SIGHT DISTANCE EXCEEDS CURVE LENGTH, USE SAG CURVE S>L CALCULATION SHEET

G1 Uphill Minimum K-value:

G2 Downhill Minimum K-value:

Grade g1 (%)Grade g2 (%)

Assumptions: Headlight height = 2.0 ft; β = 1.0°; Brake reaction time = 2.5 s; deceleration rate = 11.2 ft/s2. Two-way traffic is assumed in the determination of the most restrictive K-value.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (Upto 1%)

0%Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance

15 55.1 21.6 76.720 73.5 38.4 111.925 91.9 60.0 151.930 110.3 86.4 196.635 128.6 117.6 246.240 147.0 153.6 300.645 165.4 194.4 359.750 183.8 240.0 423.755 202.1 290.3 492.560 220.5 345.5 566.065 238.9 405.5 644.470 257.3 470.3 727.675 275.6 539.9 815.580 294.0 614.3 908.3

The material included on this spreadsheet is made available as a tool and not design guidance. The spreadsheets are to be used for reference purposes only and do not supersede the UDC or AASHTO. The data herein shall be used and relied upon only at the user's sole risk, and the user agrees to indemnify and hold harmless Bexar County or the City of San Antonio, its officials and employees from any liability arising out of the use of the data or information provided. If there are any questions about the appropriateness of this data, please call 210/335-6700.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (Upto 1%)

Design Distance (S) Calculated K Design K80 9.4 10

115 16.5 17155 25.5 26200 36.4 37250 49.0 50305 63.4 64360 78.1 79425 95.7 96495 114.9 115570 135.7 136645 156.5 157730 180.3 181820 205.6 206910 231.0 231

The material included on this spreadsheet is made available as a tool and not design guidance. The spreadsheets are to be used for reference purposes only and do not supersede the UDC or AASHTO. The data herein shall be used and relied upon only at the user's sole risk, and the user agrees to indemnify and hold harmless Bexar County or the City of San Antonio, its officials and employees from any liability arising out of the use of the data or information provided. If there are any questions about the appropriateness of this data, please call 210/335-6700.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (1% Downhill)

1%Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance

15 55.1 22.2 77.320 73.5 39.5 113.025 91.9 61.7 153.530 110.3 88.8 199.135 128.6 120.9 249.540 147.0 157.9 304.945 165.4 199.8 365.250 183.8 246.7 430.455 202.1 298.5 500.660 220.5 355.2 575.765 238.9 416.9 655.870 257.3 483.5 740.775 275.6 555.0 830.680 294.0 631.5 925.5

Stopping Distance (1% Uphill)1%

Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance15 55.1 21.0 76.120 73.5 37.3 110.825 91.9 58.2 150.130 110.3 83.8 194.135 128.6 114.1 242.740 147.0 149.0 296.045 165.4 188.6 354.050 183.8 232.9 416.655 202.1 281.8 483.960 220.5 335.4 555.965 238.9 393.6 632.570 257.3 456.5 713.775 275.6 524.0 799.680 294.0 596.2 890.2

The material included on this spreadsheet is made available as a tool and not design guidance. The spreadsheets are to be used for reference purposes only and do not supersede the UDC or AASHTO. The data herein shall be used and relied upon only at the user's sole risk, and the user agrees to indemnify and hold harmless Bexar County or the City of San Antonio, its officials and employees from any liability arising out of the use of the data or information provided. If there are any questions about the appropriateness of this data, please call 210/335-6700.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (1% Downhill)

Design Distance (S) Calculated K Design K80 9.4 10

115 16.5 17155 25.5 26200 36.4 37250 49.0 50305 63.4 64370 80.8 81435 98.4 99505 117.7 118580 138.4 139660 160.7 161745 184.5 185835 209.8 210930 236.6 237

Stopping Distance (1% Uphill)

Design Distance (S) Calculated K Design K80 9.4 10

115 16.5 17155 25.5 26195 35.1 36245 47.7 48300 62.1 63355 76.7 77420 94.3 95485 112.1 113560 132.9 133635 153.8 154715 176.1 177800 200.0 200895 226.8 227

The material included on this spreadsheet is made available as a tool and not design guidance. The spreadsheets are to be used for reference purposes only and do not supersede the UDC or AASHTO. The data herein shall be used and relied upon only at the user's sole risk, and the user agrees to indemnify and hold harmless Bexar County or the City of San Antonio, its officials and employees from any liability arising out of the use of the data or information provided. If there are any questions about the appropriateness of this data, please call 210/335-6700.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (2% Downhill)

2%Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance

15 55.1 22.9 78.020 73.5 40.7 114.225 91.9 63.5 155.430 110.3 91.5 201.835 128.6 124.6 253.240 147.0 162.7 309.745 165.4 205.9 371.350 183.8 254.2 437.955 202.1 307.6 509.760 220.5 366.0 586.565 238.9 429.6 668.570 257.3 498.2 755.575 275.6 571.9 847.680 294.0 650.8 944.8

Stopping Distance (2% Uphill)2%

Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance15 55.1 20.4 75.520 73.5 36.2 109.725 91.9 56.6 148.530 110.3 81.6 191.835 128.6 111.0 239.640 147.0 145.0 292.045 165.4 183.5 348.950 183.8 226.6 410.355 202.1 274.1 476.360 220.5 326.2 546.765 238.9 382.9 621.870 257.3 444.1 701.375 275.6 509.8 785.480 294.0 580.0 874.0

The material included on this spreadsheet is made available as a tool and not design guidance. The spreadsheets are to be used for reference purposes only and do not supersede the UDC or AASHTO. The data herein shall be used and relied upon only at the user's sole risk, and the user agrees to indemnify and hold harmless Bexar County or the City of San Antonio, its officials and employees from any liability arising out of the use of the data or information provided. If there are any questions about the appropriateness of this data, please call 210/335-6700.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (2% Downhill)

Design Distance (S) Calculated K Design K80 9.4 10

115 16.5 17160 26.7 27205 37.6 38255 50.3 51310 64.7 65375 82.1 83440 99.8 100510 119.0 120590 141.2 142670 163.5 164760 188.8 189850 214.1 215945 240.9 241

Stopping Distance (2% Uphill)

Design Distance (S) Calculated K Design K80 9.4 10

110 15.4 16150 24.3 25195 35.1 36240 46.5 47295 60.8 61350 75.4 76415 93.0 93480 110.8 111550 130.1 131625 151.0 151705 173.3 174790 197.2 198875 221.1 222

The material included on this spreadsheet is made available as a tool and not design guidance. The spreadsheets are to be used for reference purposes only and do not supersede the UDC or AASHTO. The data herein shall be used and relied upon only at the user's sole risk, and the user agrees to indemnify and hold harmless Bexar County or the City of San Antonio, its officials and employees from any liability arising out of the use of the data or information provided. If there are any questions about the appropriateness of this data, please call 210/335-6700.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (3% Downhill)

3%Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance

15 55.1 23.6 78.720 73.5 42.0 115.525 91.9 65.5 157.430 110.3 94.4 204.635 128.6 128.5 257.140 147.0 167.8 314.845 165.4 212.4 377.850 183.8 262.2 445.955 202.1 317.3 519.460 220.5 377.6 598.165 238.9 443.1 682.070 257.3 513.9 771.275 275.6 589.9 865.680 294.0 671.2 965.2

Stopping Distance (3% Uphill)3%

Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance15 55.1 19.9 75.020 73.5 35.3 108.825 91.9 55.1 147.030 110.3 79.4 189.735 128.6 108.1 236.740 147.0 141.2 288.245 165.4 178.7 344.050 183.8 220.6 404.355 202.1 266.9 469.060 220.5 317.6 538.165 238.9 372.7 611.670 257.3 432.3 689.575 275.6 496.3 771.980 294.0 564.6 858.6

The material included on this spreadsheet is made available as a tool and not design guidance. The spreadsheets are to be used for reference purposes only and do not supersede the UDC or AASHTO. The data herein shall be used and relied upon only at the user's sole risk, and the user agrees to indemnify and hold harmless Bexar County or the City of San Antonio, its officials and employees from any liability arising out of the use of the data or information provided. If there are any questions about the appropriateness of this data, please call 210/335-6700.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (3% Downhill)

Design Distance (S) Calculated K Design K80 9.4 10

120 17.6 18160 26.7 27205 37.6 38260 51.6 52315 66.0 67380 83.5 84450 102.5 103520 121.8 122600 144.0 144685 167.7 168775 193.0 193870 219.7 220970 247.9 248

Stopping Distance (3% Uphill)

Design Distance (S) Calculated K Design K75 8.5 9

110 15.4 16150 24.3 25190 33.9 34240 46.5 47290 59.4 60345 74.0 75405 90.2 91470 108.0 109540 127.3 128615 148.2 149690 169.1 170775 193.0 193860 216.9 217

The material included on this spreadsheet is made available as a tool and not design guidance. The spreadsheets are to be used for reference purposes only and do not supersede the UDC or AASHTO. The data herein shall be used and relied upon only at the user's sole risk, and the user agrees to indemnify and hold harmless Bexar County or the City of San Antonio, its officials and employees from any liability arising out of the use of the data or information provided. If there are any questions about the appropriateness of this data, please call 210/335-6700.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (4% Downhill)

4%Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance

15 55.1 24.4 79.520 73.5 43.3 116.825 91.9 67.7 159.630 110.3 97.5 207.735 128.6 132.7 261.340 147.0 173.3 320.345 165.4 219.3 384.750 183.8 270.7 454.555 202.1 327.6 529.760 220.5 389.8 610.365 238.9 457.5 696.470 257.3 530.6 787.975 275.6 609.1 884.780 294.0 693.0 987.0

Stopping Distance (4% Uphill)4%

Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance15 55.1 19.3 74.520 73.5 34.4 107.925 91.9 53.7 145.630 110.3 77.4 187.635 128.6 105.3 233.940 147.0 137.5 284.545 165.4 174.0 339.450 183.8 214.9 398.655 202.1 260.0 462.160 220.5 309.4 529.965 238.9 363.1 602.070 257.3 421.2 678.475 275.6 483.5 759.180 294.0 550.1 844.1

The material included on this spreadsheet is made available as a tool and not design guidance. The spreadsheets are to be used for reference purposes only and do not supersede the UDC or AASHTO. The data herein shall be used and relied upon only at the user's sole risk, and the user agrees to indemnify and hold harmless Bexar County or the City of San Antonio, its officials and employees from any liability arising out of the use of the data or information provided. If there are any questions about the appropriateness of this data, please call 210/335-6700.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (4% Downhill)

Design Distance (S) Calculated K Design K80 9.4 10

120 17.6 18160 26.7 27210 38.9 39265 52.9 53325 68.7 69385 84.8 85455 103.9 104530 124.6 125615 148.2 149700 171.9 172790 197.2 198885 223.9 224990 253.6 254

Stopping Distance (4% Uphill)

Design Distance (S) Calculated K Design K75 8.5 9

110 15.4 16150 24.3 25190 33.9 34235 45.2 46285 58.1 59340 72.7 73400 88.9 89465 106.6 107530 124.6 125605 145.4 146680 166.3 167760 188.8 189845 212.7 213

The material included on this spreadsheet is made available as a tool and not design guidance. The spreadsheets are to be used for reference purposes only and do not supersede the UDC or AASHTO. The data herein shall be used and relied upon only at the user's sole risk, and the user agrees to indemnify and hold harmless Bexar County or the City of San Antonio, its officials and employees from any liability arising out of the use of the data or information provided. If there are any questions about the appropriateness of this data, please call 210/335-6700.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (5% Downhill)

5%Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance

15 55.1 25.2 80.320 73.5 44.8 118.325 91.9 70.0 161.830 110.3 100.7 211.035 128.6 137.1 265.740 147.0 179.1 326.145 165.4 226.6 392.050 183.8 279.8 463.655 202.1 338.6 540.760 220.5 402.9 623.465 238.9 472.9 711.770 257.3 548.4 805.775 275.6 629.6 905.280 294.0 716.3 1,010.3

Stopping Distance (5% Uphill)5%

Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance15 55.1 18.9 74.020 73.5 33.5 107.025 91.9 52.4 144.230 110.3 75.4 185.735 128.6 102.6 231.340 147.0 134.1 281.145 165.4 169.7 335.050 183.8 209.5 393.255 202.1 253.5 455.660 220.5 301.6 522.165 238.9 354.0 592.970 257.3 410.6 667.875 275.6 471.3 746.980 294.0 536.2 830.2

The material included on this spreadsheet is made available as a tool and not design guidance. The spreadsheets are to be used for reference purposes only and do not supersede the UDC or AASHTO. The data herein shall be used and relied upon only at the user's sole risk, and the user agrees to indemnify and hold harmless Bexar County or the City of San Antonio, its officials and employees from any liability arising out of the use of the data or information provided. If there are any questions about the appropriateness of this data, please call 210/335-6700.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (5% Downhill)

Design Distance (S) Calculated K Design K85 10.4 11

120 17.6 18165 27.9 28215 40.1 41270 54.2 55330 70.0 71395 87.5 88465 106.6 107545 128.7 129625 151.0 151715 176.1 177810 202.8 203910 231.0 231

1,015 260.7 261

Stopping Distance (5% Uphill)

Design Distance (S) Calculated K Design K75 8.5 9

110 15.4 16145 23.2 24190 33.9 34235 45.2 46285 58.1 59340 72.7 73395 87.5 88460 105.3 106525 123.2 124595 142.6 143670 163.5 164750 186.0 186835 209.8 210

The material included on this spreadsheet is made available as a tool and not design guidance. The spreadsheets are to be used for reference purposes only and do not supersede the UDC or AASHTO. The data herein shall be used and relied upon only at the user's sole risk, and the user agrees to indemnify and hold harmless Bexar County or the City of San Antonio, its officials and employees from any liability arising out of the use of the data or information provided. If there are any questions about the appropriateness of this data, please call 210/335-6700.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (6% Downhill)

6%Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance

15 55.1 26.1 81.220 73.5 46.3 119.825 91.9 72.4 164.330 110.3 104.2 214.535 128.6 141.9 270.540 147.0 185.3 332.345 165.4 234.5 399.950 183.8 289.5 473.355 202.1 350.3 552.560 220.5 416.9 637.465 238.9 489.3 728.270 257.3 567.5 824.775 275.6 651.4 927.180 294.0 741.2 1,035.2

Stopping Distance (6% Uphill)6%

Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance15 55.1 18.4 73.520 73.5 32.7 106.225 91.9 51.1 143.030 110.3 73.6 183.835 128.6 100.1 228.740 147.0 130.8 277.845 165.4 165.5 330.950 183.8 204.3 388.155 202.1 247.2 449.460 220.5 294.2 514.765 238.9 345.3 584.270 257.3 400.5 657.775 275.6 459.8 735.480 294.0 523.1 817.1

The material included on this spreadsheet is made available as a tool and not design guidance. The spreadsheets are to be used for reference purposes only and do not supersede the UDC or AASHTO. The data herein shall be used and relied upon only at the user's sole risk, and the user agrees to indemnify and hold harmless Bexar County or the City of San Antonio, its officials and employees from any liability arising out of the use of the data or information provided. If there are any questions about the appropriateness of this data, please call 210/335-6700.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (6% Downhill)

Design Distance (S) Calculated K Design K85 10.4 11

120 17.6 18165 27.9 28215 40.1 41275 55.5 56335 71.4 72400 88.9 89475 109.4 110555 131.5 132640 155.2 156730 180.3 181825 207.0 208930 236.6 237

1,040 267.7 268

Stopping Distance (6% Uphill)

Design Distance (S) Calculated K Design K75 8.5 9

110 15.4 16145 23.2 24185 32.7 33230 43.9 44280 56.8 57335 71.4 72390 86.2 87450 102.5 103515 120.4 121585 139.8 140660 160.7 161740 183.1 184820 205.6 206

The material included on this spreadsheet is made available as a tool and not design guidance. The spreadsheets are to be used for reference purposes only and do not supersede the UDC or AASHTO. The data herein shall be used and relied upon only at the user's sole risk, and the user agrees to indemnify and hold harmless Bexar County or the City of San Antonio, its officials and employees from any liability arising out of the use of the data or information provided. If there are any questions about the appropriateness of this data, please call 210/335-6700.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (7% Downhill)

7%Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance

15 55.1 27.0 82.120 73.5 48.0 121.525 91.9 75.0 166.930 110.3 108.0 218.235 128.6 147.0 275.640 147.0 192.0 339.045 165.4 243.0 408.350 183.8 299.9 483.755 202.1 362.9 565.160 220.5 431.9 652.465 238.9 506.9 745.870 257.3 587.9 845.175 275.6 674.9 950.580 294.0 767.9 1,061.9

Stopping Distance (7% Uphill)7%

Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance15 55.1 18.0 73.120 73.5 31.9 105.425 91.9 49.9 141.730 110.3 71.8 182.135 128.6 97.7 226.440 147.0 127.6 274.645 165.4 161.6 326.950 183.8 199.4 383.255 202.1 241.3 443.560 220.5 287.2 507.765 238.9 337.1 575.970 257.3 390.9 648.275 275.6 448.8 724.480 294.0 510.6 804.6

The material included on this spreadsheet is made available as a tool and not design guidance. The spreadsheets are to be used for reference purposes only and do not supersede the UDC or AASHTO. The data herein shall be used and relied upon only at the user's sole risk, and the user agrees to indemnify and hold harmless Bexar County or the City of San Antonio, its officials and employees from any liability arising out of the use of the data or information provided. If there are any questions about the appropriateness of this data, please call 210/335-6700.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (7% Downhill)

Design Distance (S) Calculated K Design K85 10.4 11

125 18.7 19170 29.0 30220 41.4 42280 56.8 57340 72.7 73410 91.6 92485 112.1 113570 135.7 136655 159.3 160750 186.0 186850 214.1 215955 243.7 244

1,065 274.8 275

Stopping Distance (7% Uphill)

Design Distance (S) Calculated K Design K75 8.5 9

110 15.4 16145 23.2 24185 32.7 33230 43.9 44275 55.5 56330 70.0 71385 84.8 85445 101.2 102510 119.0 120580 138.4 139650 157.9 158725 178.9 179805 201.4 202

The material included on this spreadsheet is made available as a tool and not design guidance. The spreadsheets are to be used for reference purposes only and do not supersede the UDC or AASHTO. The data herein shall be used and relied upon only at the user's sole risk, and the user agrees to indemnify and hold harmless Bexar County or the City of San Antonio, its officials and employees from any liability arising out of the use of the data or information provided. If there are any questions about the appropriateness of this data, please call 210/335-6700.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (8% Downhill)

8%Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance

15 55.1 28.0 83.120 73.5 49.8 123.325 91.9 77.8 169.730 110.3 112.0 222.335 128.6 152.5 281.140 147.0 199.1 346.145 165.4 252.0 417.450 183.8 311.1 494.955 202.1 376.5 578.660 220.5 448.1 668.665 238.9 525.8 764.770 257.3 609.8 867.175 275.6 700.1 975.780 294.0 796.5 1,090.5

Stopping Distance (8% Uphill)8%

Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance15 55.1 17.5 72.720 73.5 31.2 104.725 91.9 48.7 140.630 110.3 70.1 180.435 128.6 95.4 224.140 147.0 124.7 271.745 165.4 157.8 323.150 183.8 194.8 378.555 202.1 235.7 437.860 220.5 280.5 501.065 238.9 329.2 568.170 257.3 381.8 639.075 275.6 438.3 713.980 294.0 498.6 792.6

The material included on this spreadsheet is made available as a tool and not design guidance. The spreadsheets are to be used for reference purposes only and do not supersede the UDC or AASHTO. The data herein shall be used and relied upon only at the user's sole risk, and the user agrees to indemnify and hold harmless Bexar County or the City of San Antonio, its officials and employees from any liability arising out of the use of the data or information provided. If there are any questions about the appropriateness of this data, please call 210/335-6700.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (8% Downhill)

Design Distance (S) Calculated K Design K85 10.4 11

125 18.7 19170 29.0 30225 42.6 43285 58.1 59350 75.4 76420 94.3 95495 114.9 115580 138.4 139670 163.5 164765 190.2 191870 219.7 220980 250.8 251

1,095 283.3 284

Stopping Distance (8% Uphill)

Design Distance (S) Calculated K Design K75 8.5 9

105 14.4 15145 23.2 24185 32.7 33225 42.6 43275 55.5 56325 68.7 69380 83.5 84440 99.8 100505 117.7 118570 135.7 136640 155.2 156715 176.1 177795 198.6 199

The material included on this spreadsheet is made available as a tool and not design guidance. The spreadsheets are to be used for reference purposes only and do not supersede the UDC or AASHTO. The data herein shall be used and relied upon only at the user's sole risk, and the user agrees to indemnify and hold harmless Bexar County or the City of San Antonio, its officials and employees from any liability arising out of the use of the data or information provided. If there are any questions about the appropriateness of this data, please call 210/335-6700.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (9% Downhill)

9%Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance

15 55.1 29.1 84.220 73.5 51.7 125.225 91.9 80.8 172.730 110.3 116.4 226.635 128.6 158.4 287.040 147.0 206.9 353.945 165.4 261.8 427.250 183.8 323.2 507.055 202.1 391.1 593.260 220.5 465.4 685.965 238.9 546.2 785.170 257.3 633.5 890.875 275.6 727.2 1,002.980 294.0 827.4 1,121.4

Stopping Distance (9% Uphill)9%

Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance15 55.1 17.1 72.320 73.5 30.5 104.025 91.9 47.6 139.530 110.3 68.5 178.835 128.6 93.3 221.940 147.0 121.8 268.845 165.4 154.2 319.550 183.8 190.3 374.155 202.1 230.3 432.460 220.5 274.1 494.665 238.9 321.7 560.570 257.3 373.1 630.375 275.6 428.3 703.980 294.0 487.3 781.3

The material included on this spreadsheet is made available as a tool and not design guidance. The spreadsheets are to be used for reference purposes only and do not supersede the UDC or AASHTO. The data herein shall be used and relied upon only at the user's sole risk, and the user agrees to indemnify and hold harmless Bexar County or the City of San Antonio, its officials and employees from any liability arising out of the use of the data or information provided. If there are any questions about the appropriateness of this data, please call 210/335-6700.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (9% Downhill)

Design Distance (S) Calculated K Design K85 10.4 11

130 19.8 20175 30.2 31230 43.9 44290 59.4 60355 76.7 77430 97.1 98510 119.0 120595 142.6 143690 169.1 170790 197.2 198895 226.8 227

1,005 257.8 2581,125 291.8 292

Stopping Distance (9% Uphill)

Design Distance (S) Calculated K Design K75 8.5 9

105 14.4 15140 22.0 23180 31.5 32225 42.6 43270 54.2 55320 67.4 68375 82.1 83435 98.4 99495 114.9 115565 134.3 135635 153.8 154705 173.3 174785 195.8 196

The material included on this spreadsheet is made available as a tool and not design guidance. The spreadsheets are to be used for reference purposes only and do not supersede the UDC or AASHTO. The data herein shall be used and relied upon only at the user's sole risk, and the user agrees to indemnify and hold harmless Bexar County or the City of San Antonio, its officials and employees from any liability arising out of the use of the data or information provided. If there are any questions about the appropriateness of this data, please call 210/335-6700.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (10% Downhill)

10%Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance

15 55.1 30.3 85.420 73.5 53.8 127.325 91.9 84.1 175.930 110.3 121.1 231.335 128.6 164.8 293.440 147.0 215.2 362.245 165.4 272.4 437.750 183.8 336.3 520.055 202.1 406.9 609.060 220.5 484.2 704.765 238.9 568.3 807.170 257.3 659.1 916.375 275.6 756.6 1,032.280 294.0 860.8 1,154.8

Stopping Distance (10% Uphill)10%

Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance15 55.1 16.7 71.920 73.5 29.8 103.325 91.9 46.5 138.430 110.3 67.0 177.235 128.6 91.2 219.840 147.0 119.1 266.145 165.4 150.7 316.150 183.8 186.1 369.855 202.1 225.2 427.360 220.5 268.0 488.565 238.9 314.5 553.470 257.3 364.7 622.075 275.6 418.7 694.380 294.0 476.4 770.4

The material included on this spreadsheet is made available as a tool and not design guidance. The spreadsheets are to be used for reference purposes only and do not supersede the UDC or AASHTO. The data herein shall be used and relied upon only at the user's sole risk, and the user agrees to indemnify and hold harmless Bexar County or the City of San Antonio, its officials and employees from any liability arising out of the use of the data or information provided. If there are any questions about the appropriateness of this data, please call 210/335-6700.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (10% Downhill)

Design Distance (S) Calculated K Design K90 11.3 12

130 19.8 20180 31.5 32235 45.2 46295 60.8 61365 79.4 80440 99.8 100525 123.2 124610 146.8 147705 173.3 174810 202.8 203920 233.8 234

1,035 266.3 2671,155 300.3 301

Stopping Distance (10% Uphill)

Design Distance (S) Calculated K Design K75 8.5 9

105 14.4 15140 22.0 23180 31.5 32220 41.4 42270 54.2 55320 67.4 68370 80.8 81430 97.1 98490 113.5 114555 131.5 132625 151.0 151695 170.5 171775 193.0 193

The material included on this spreadsheet is made available as a tool and not design guidance. The spreadsheets are to be used for reference purposes only and do not supersede the UDC or AASHTO. The data herein shall be used and relied upon only at the user's sole risk, and the user agrees to indemnify and hold harmless Bexar County or the City of San Antonio, its officials and employees from any liability arising out of the use of the data or information provided. If there are any questions about the appropriateness of this data, please call 210/335-6700.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (11% Downhill)

11%Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance

15 55.1 31.5 86.720 73.5 56.1 129.625 91.9 87.6 179.530 110.3 126.1 236.435 128.6 171.7 300.340 147.0 224.3 371.345 165.4 283.8 449.250 183.8 350.4 534.155 202.1 424.0 626.160 220.5 504.6 725.165 238.9 592.2 831.070 257.3 686.8 944.075 275.6 788.4 1,064.080 294.0 897.0 1,191.0

Stopping Distance (11% Uphill)11%

Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance15 55.1 16.4 71.520 73.5 29.1 102.625 91.9 45.5 137.430 110.3 65.5 175.835 128.6 89.2 217.840 147.0 116.5 263.545 165.4 147.4 312.850 183.8 182.0 365.855 202.1 220.2 422.460 220.5 262.1 482.665 238.9 307.6 546.570 257.3 356.8 614.075 275.6 409.5 685.280 294.0 466.0 760.0

The material included on this spreadsheet is made available as a tool and not design guidance. The spreadsheets are to be used for reference purposes only and do not supersede the UDC or AASHTO. The data herein shall be used and relied upon only at the user's sole risk, and the user agrees to indemnify and hold harmless Bexar County or the City of San Antonio, its officials and employees from any liability arising out of the use of the data or information provided. If there are any questions about the appropriateness of this data, please call 210/335-6700.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (11% Downhill)

Design Distance (S) Calculated K Design K90 11.3 12

130 19.8 20180 31.5 32240 46.5 47305 63.4 64375 82.1 83450 102.5 103535 126.0 126630 152.4 153730 180.3 181835 209.8 210945 240.9 241

1,065 274.8 2751,195 311.6 312

Stopping Distance (11% Uphill)

Design Distance (S) Calculated K Design K75 8.5 9

105 14.4 15140 22.0 23180 31.5 32220 41.4 42265 52.9 53315 66.0 67370 80.8 81425 95.7 96485 112.1 113550 130.1 131615 148.2 149690 169.1 170760 188.8 189

The material included on this spreadsheet is made available as a tool and not design guidance. The spreadsheets are to be used for reference purposes only and do not supersede the UDC or AASHTO. The data herein shall be used and relied upon only at the user's sole risk, and the user agrees to indemnify and hold harmless Bexar County or the City of San Antonio, its officials and employees from any liability arising out of the use of the data or information provided. If there are any questions about the appropriateness of this data, please call 210/335-6700.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (12% Downhill)

12%Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance

15 55.1 32.9 88.020 73.5 58.5 132.025 91.9 91.4 183.330 110.3 131.7 241.935 128.6 179.2 307.940 147.0 234.1 381.145 165.4 296.3 461.750 183.8 365.8 549.555 202.1 442.6 644.760 220.5 526.7 747.265 238.9 618.2 857.070 257.3 716.9 974.275 275.6 823.0 1,098.680 294.0 936.4 1,230.4

Stopping Distance (12% Uphill)12%

Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance15 55.1 16.0 71.220 73.5 28.5 102.025 91.9 44.5 136.430 110.3 64.1 174.435 128.6 87.3 215.940 147.0 114.0 261.045 165.4 144.3 309.750 183.8 178.1 361.955 202.1 215.5 417.760 220.5 256.5 477.065 238.9 301.0 539.970 257.3 349.1 606.475 275.6 400.8 676.480 294.0 456.0 750.0

The material included on this spreadsheet is made available as a tool and not design guidance. The spreadsheets are to be used for reference purposes only and do not supersede the UDC or AASHTO. The data herein shall be used and relied upon only at the user's sole risk, and the user agrees to indemnify and hold harmless Bexar County or the City of San Antonio, its officials and employees from any liability arising out of the use of the data or information provided. If there are any questions about the appropriateness of this data, please call 210/335-6700.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (12% Downhill)

Design Distance (S) Calculated K Design K90 11.3 12

135 20.9 21185 32.7 33245 47.7 48310 64.7 65385 84.8 85465 106.6 107550 130.1 131645 156.5 157750 186.0 186860 216.9 217975 249.3 250

1,100 284.7 2851,235 323.0 323

Stopping Distance (12% Uphill)

Design Distance (S) Calculated K Design K75 8.5 9

105 14.4 15140 22.0 23175 30.2 31220 41.4 42265 52.9 53310 64.7 65365 79.4 80420 94.3 95480 110.8 111540 127.3 128610 146.8 147680 166.3 167755 187.4 188

The material included on this spreadsheet is made available as a tool and not design guidance. The spreadsheets are to be used for reference purposes only and do not supersede the UDC or AASHTO. The data herein shall be used and relied upon only at the user's sole risk, and the user agrees to indemnify and hold harmless Bexar County or the City of San Antonio, its officials and employees from any liability arising out of the use of the data or information provided. If there are any questions about the appropriateness of this data, please call 210/335-6700.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (13% Downhill)

13%Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance

15 55.1 34.4 89.620 73.5 61.2 134.725 91.9 95.6 187.530 110.3 137.7 248.035 128.6 187.5 316.140 147.0 244.8 391.845 165.4 309.9 475.350 183.8 382.6 566.355 202.1 462.9 665.060 220.5 550.9 771.465 238.9 646.5 885.470 257.3 749.8 1,007.175 275.6 860.8 1,136.480 294.0 979.4 1,273.4

Stopping Distance (13% Uphill)13%

Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance15 55.1 15.7 70.820 73.5 27.9 101.425 91.9 43.6 135.530 110.3 62.8 173.035 128.6 85.5 214.140 147.0 111.6 258.645 165.4 141.3 306.650 183.8 174.4 358.255 202.1 211.0 413.260 220.5 251.1 471.665 238.9 294.7 533.670 257.3 341.8 599.175 275.6 392.4 668.080 294.0 446.5 740.5

The material included on this spreadsheet is made available as a tool and not design guidance. The spreadsheets are to be used for reference purposes only and do not supersede the UDC or AASHTO. The data herein shall be used and relied upon only at the user's sole risk, and the user agrees to indemnify and hold harmless Bexar County or the City of San Antonio, its officials and employees from any liability arising out of the use of the data or information provided. If there are any questions about the appropriateness of this data, please call 210/335-6700.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (13% Downhill)

Design Distance (S) Calculated K Design K90 11.3 12

135 20.9 21190 33.9 34250 49.0 50320 67.4 68395 87.5 88480 110.8 111570 135.7 136670 163.5 164775 193.0 193890 225.3 226

1,010 259.2 2601,140 296.0 2971,275 334.3 335

Stopping Distance (13% Uphill)

Design Distance (S) Calculated K Design K75 8.5 9

105 14.4 15140 22.0 23175 30.2 31215 40.1 41260 51.6 52310 64.7 65360 78.1 79415 93.0 93475 109.4 110535 126.0 126600 144.0 144670 163.5 164745 184.5 185

The material included on this spreadsheet is made available as a tool and not design guidance. The spreadsheets are to be used for reference purposes only and do not supersede the UDC or AASHTO. The data herein shall be used and relied upon only at the user's sole risk, and the user agrees to indemnify and hold harmless Bexar County or the City of San Antonio, its officials and employees from any liability arising out of the use of the data or information provided. If there are any questions about the appropriateness of this data, please call 210/335-6700.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (14% Downhill)

14%Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance

15 55.1 36.1 91.220 73.5 64.2 137.725 91.9 100.2 192.130 110.3 144.4 254.635 128.6 196.5 325.140 147.0 256.6 403.645 165.4 324.8 490.250 183.8 401.0 584.755 202.1 485.2 687.360 220.5 577.4 797.965 238.9 677.6 916.570 257.3 785.9 1,043.275 275.6 902.2 1,177.880 294.0 1026.5 1,320.5

Stopping Distance (14% Uphill)14%

Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance15 55.1 15.4 70.520 73.5 27.3 100.825 91.9 42.7 134.630 110.3 61.5 171.735 128.6 83.7 212.340 147.0 109.3 256.345 165.4 138.4 303.750 183.8 170.8 354.655 202.1 206.7 408.860 220.5 246.0 466.565 238.9 288.7 527.670 257.3 334.8 592.175 275.6 384.4 660.080 294.0 437.3 731.3

The material included on this spreadsheet is made available as a tool and not design guidance. The spreadsheets are to be used for reference purposes only and do not supersede the UDC or AASHTO. The data herein shall be used and relied upon only at the user's sole risk, and the user agrees to indemnify and hold harmless Bexar County or the City of San Antonio, its officials and employees from any liability arising out of the use of the data or information provided. If there are any questions about the appropriateness of this data, please call 210/335-6700.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (14% Downhill)

Design Distance (S) Calculated K Design K95 12.3 13

140 22.0 23195 35.1 36255 50.3 51330 70.0 71405 90.2 91495 114.9 115585 139.8 140690 169.1 170800 200.0 200920 233.8 234

1,045 269.1 2701,180 307.4 3081,325 348.5 349

Stopping Distance (14% Uphill)

Design Distance (S) Calculated K Design K75 8.5 9

105 14.4 15135 20.9 21175 30.2 31215 40.1 41260 51.6 52305 63.4 64355 76.7 77410 91.6 92470 108.0 109530 124.6 125595 142.6 143660 160.7 161735 181.7 182

The material included on this spreadsheet is made available as a tool and not design guidance. The spreadsheets are to be used for reference purposes only and do not supersede the UDC or AASHTO. The data herein shall be used and relied upon only at the user's sole risk, and the user agrees to indemnify and hold harmless Bexar County or the City of San Antonio, its officials and employees from any liability arising out of the use of the data or information provided. If there are any questions about the appropriateness of this data, please call 210/335-6700.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (15% Downhill)

15%Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance

15 55.1 37.9 93.020 73.5 67.4 140.925 91.9 105.3 197.230 110.3 151.6 261.935 128.6 206.4 335.040 147.0 269.6 416.645 165.4 341.2 506.650 183.8 421.2 605.055 202.1 509.7 711.860 220.5 606.6 827.165 238.9 711.9 950.870 257.3 825.6 1,082.975 275.6 947.8 1,223.480 294.0 1078.4 1,372.4

Stopping Distance (15% Uphill)15%

Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance15 55.1 15.1 70.220 73.5 26.8 100.325 91.9 41.8 133.730 110.3 60.3 170.535 128.6 82.0 210.640 147.0 107.1 254.145 165.4 135.6 301.050 183.8 167.4 351.155 202.1 202.5 404.760 220.5 241.0 461.565 238.9 282.9 521.870 257.3 328.1 585.375 275.6 376.6 652.380 294.0 428.5 722.5

The material included on this spreadsheet is made available as a tool and not design guidance. The spreadsheets are to be used for reference purposes only and do not supersede the UDC or AASHTO. The data herein shall be used and relied upon only at the user's sole risk, and the user agrees to indemnify and hold harmless Bexar County or the City of San Antonio, its officials and employees from any liability arising out of the use of the data or information provided. If there are any questions about the appropriateness of this data, please call 210/335-6700.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (15% Downhill)

Design Distance (S) Calculated K Design K95 12.3 13

145 23.2 24200 36.4 37265 52.9 53340 72.7 73420 94.3 95510 119.0 120605 145.4 146715 176.1 177830 208.4 209955 243.7 244

1,085 280.5 2811,225 320.1 3211,375 362.7 363

Stopping Distance (15% Uphill)

Design Distance (S) Calculated K Design K75 8.5 9

105 14.4 15135 20.9 21175 30.2 31215 40.1 41255 50.3 51305 63.4 64355 76.7 77405 90.2 91465 106.6 107525 123.2 124590 141.2 142655 159.3 160725 178.9 179

The material included on this spreadsheet is made available as a tool and not design guidance. The spreadsheets are to be used for reference purposes only and do not supersede the UDC or AASHTO. The data herein shall be used and relied upon only at the user's sole risk, and the user agrees to indemnify and hold harmless Bexar County or the City of San Antonio, its officials and employees from any liability arising out of the use of the data or information provided. If there are any questions about the appropriateness of this data, please call 210/335-6700.

K Value Determination Table (Sag Curve, S<L)Stopping Distance (Upto 1%)

0%Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance Design Distance (S) Calculated K Design K

15 55.1 21.6 76.7 80 9.4 1020 73.5 38.4 111.9 115 16.5 1725 91.9 60.0 151.9 155 25.5 2630 110.3 86.4 196.6 200 36.4 3735 128.6 117.6 246.2 250 49.0 5040 147.0 153.6 300.6 305 63.4 6445 165.4 194.4 359.7 360 78.1 7950 183.8 240.0 423.7 425 95.7 9655 202.1 290.3 492.5 495 114.9 11560 220.5 345.5 566.0 570 135.7 13665 238.9 405.5 644.4 645 156.5 15770 257.3 470.3 727.6 730 180.3 18175 275.6 539.9 815.5 820 205.6 206

80 294.0 614.3 908.3 910 231.0 231

K Value Determination Table (Sag Curve, S<L)Stopping Distance (1% Downhill)

1%Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance Design Distance (S) Calculated K Design K

15 55.1 22.2 77.3 80 9.4 1020 73.5 39.5 113.0 115 16.5 1725 91.9 61.7 153.5 155 25.5 2630 110.3 88.8 199.1 200 36.4 3735 128.6 120.9 249.5 250 49.0 5040 147.0 157.9 304.9 305 63.4 6445 165.4 199.8 365.2 370 80.8 8150 183.8 246.7 430.4 435 98.4 9955 202.1 298.5 500.6 505 117.7 11860 220.5 355.2 575.7 580 138.4 13965 238.9 416.9 655.8 660 160.7 16170 257.3 483.5 740.7 745 184.5 18575 275.6 555.0 830.6 835 209.8 21080 294.0 631.5 925.5 930 236.6 237

Stopping Distance (1% Uphill)1%

Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance Design Distance (S) Calculated K Design K15 55.1 21.0 76.1 80 9.4 1020 73.5 37.3 110.8 115 16.5 1725 91.9 58.2 150.1 155 25.5 2630 110.3 83.8 194.1 195 35.1 3635 128.6 114.1 242.7 245 47.7 4840 147.0 149.0 296.0 300 62.1 6345 165.4 188.6 354.0 355 76.7 7750 183.8 232.9 416.6 420 94.3 9555 202.1 281.8 483.9 485 112.1 11360 220.5 335.4 555.9 560 132.9 13365 238.9 393.6 632.5 635 153.8 15470 257.3 456.5 713.7 715 176.1 17775 275.6 524.0 799.6 800 200.0 200

80 294.0 596.2 890.2 895 226.8 227

K Value Determination Table (Sag Curve, S<L)Stopping Distance (2% Downhill)

2%Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance Design Distance (S) Calculated K Design K

15 55.1 22.9 78.0 80 9.4 1020 73.5 40.7 114.2 115 16.5 1725 91.9 63.5 155.4 160 26.7 2730 110.3 91.5 201.8 205 37.6 3835 128.6 124.6 253.2 255 50.3 5140 147.0 162.7 309.7 310 64.7 6545 165.4 205.9 371.3 375 82.1 8350 183.8 254.2 437.9 440 99.8 10055 202.1 307.6 509.7 510 119.0 12060 220.5 366.0 586.5 590 141.2 14265 238.9 429.6 668.5 670 163.5 16470 257.3 498.2 755.5 760 188.8 18975 275.6 571.9 847.6 850 214.1 21580 294.0 650.8 944.8 945 240.9 241

Stopping Distance (2% Uphill)2%

Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance Design Distance (S) Calculated K Design K15 55.1 20.4 75.5 80 9.4 1020 73.5 36.2 109.7 110 15.4 1625 91.9 56.6 148.5 150 24.3 2530 110.3 81.6 191.8 195 35.1 3635 128.6 111.0 239.6 240 46.5 4740 147.0 145.0 292.0 295 60.8 6145 165.4 183.5 348.9 350 75.4 7650 183.8 226.6 410.3 415 93.0 9355 202.1 274.1 476.3 480 110.8 11160 220.5 326.2 546.7 550 130.1 13165 238.9 382.9 621.8 625 151.0 15170 257.3 444.1 701.3 705 173.3 17475 275.6 509.8 785.4 790 197.2 198

80 294.0 580.0 874.0 875 221.1 222

K Value Determination Table (Sag Curve, S<L)Stopping Distance (3% Downhill)

3%Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance Design Distance (S) Calculated K Design K

15 55.1 23.6 78.7 80 9.4 1020 73.5 42.0 115.5 120 17.6 1825 91.9 65.5 157.4 160 26.7 2730 110.3 94.4 204.6 205 37.6 3835 128.6 128.5 257.1 260 51.6 5240 147.0 167.8 314.8 315 66.0 6745 165.4 212.4 377.8 380 83.5 8450 183.8 262.2 445.9 450 102.5 10355 202.1 317.3 519.4 520 121.8 12260 220.5 377.6 598.1 600 144.0 14465 238.9 443.1 682.0 685 167.7 16870 257.3 513.9 771.2 775 193.0 19375 275.6 589.9 865.6 870 219.7 22080 294.0 671.2 965.2 970 247.9 248

Stopping Distance (3% Uphill)3%

Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance Design Distance (S) Calculated K Design K15 55.1 19.9 75.0 75 8.5 920 73.5 35.3 108.8 110 15.4 1625 91.9 55.1 147.0 150 24.3 2530 110.3 79.4 189.7 190 33.9 3435 128.6 108.1 236.7 240 46.5 4740 147.0 141.2 288.2 290 59.4 6045 165.4 178.7 344.0 345 74.0 7550 183.8 220.6 404.3 405 90.2 9155 202.1 266.9 469.0 470 108.0 10960 220.5 317.6 538.1 540 127.3 12865 238.9 372.7 611.6 615 148.2 14970 257.3 432.3 689.5 690 169.1 17075 275.6 496.3 771.9 775 193.0 193

80 294.0 564.6 858.6 860 216.9 217

K Value Determination Table (Sag Curve, S<L)Stopping Distance (4% Downhill)

4%Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance Design Distance (S) Calculated K Design K

15 55.1 24.4 79.5 80 9.4 1020 73.5 43.3 116.8 120 17.6 1825 91.9 67.7 159.6 160 26.7 2730 110.3 97.5 207.7 210 38.9 3935 128.6 132.7 261.3 265 52.9 5340 147.0 173.3 320.3 325 68.7 6945 165.4 219.3 384.7 385 84.8 8550 183.8 270.7 454.5 455 103.9 10455 202.1 327.6 529.7 530 124.6 12560 220.5 389.8 610.3 615 148.2 14965 238.9 457.5 696.4 700 171.9 17270 257.3 530.6 787.9 790 197.2 19875 275.6 609.1 884.7 885 223.9 22480 294.0 693.0 987.0 990 253.6 254

Stopping Distance (4% Uphill)4%

Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance Design Distance (S) Calculated K Design K15 55.1 19.3 74.5 75 8.5 920 73.5 34.4 107.9 110 15.4 1625 91.9 53.7 145.6 150 24.3 2530 110.3 77.4 187.6 190 33.9 3435 128.6 105.3 233.9 235 45.2 4640 147.0 137.5 284.5 285 58.1 5945 165.4 174.0 339.4 340 72.7 7350 183.8 214.9 398.6 400 88.9 8955 202.1 260.0 462.1 465 106.6 10760 220.5 309.4 529.9 530 124.6 12565 238.9 363.1 602.0 605 145.4 14670 257.3 421.2 678.4 680 166.3 16775 275.6 483.5 759.1 760 188.8 189

80 294.0 550.1 844.1 845 212.7 213

K Value Determination Table (Sag Curve, S<L)Stopping Distance (5% Downhill)

5%Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance Design Distance (S) Calculated K Design K

15 55.1 25.2 80.3 85 10.4 1120 73.5 44.8 118.3 120 17.6 1825 91.9 70.0 161.8 165 27.9 2830 110.3 100.7 211.0 215 40.1 4135 128.6 137.1 265.7 270 54.2 5540 147.0 179.1 326.1 330 70.0 7145 165.4 226.6 392.0 395 87.5 8850 183.8 279.8 463.6 465 106.6 10755 202.1 338.6 540.7 545 128.7 12960 220.5 402.9 623.4 625 151.0 15165 238.9 472.9 711.7 715 176.1 17770 257.3 548.4 805.7 810 202.8 20375 275.6 629.6 905.2 910 231.0 23180 294.0 716.3 1,010.3 1,015 260.7 261

Stopping Distance (5% Uphill)5%

Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance Design Distance (S) Calculated K Design K15 55.1 18.9 74.0 75 8.5 920 73.5 33.5 107.0 110 15.4 1625 91.9 52.4 144.2 145 23.2 2430 110.3 75.4 185.7 190 33.9 3435 128.6 102.6 231.3 235 45.2 4640 147.0 134.1 281.1 285 58.1 5945 165.4 169.7 335.0 340 72.7 7350 183.8 209.5 393.2 395 87.5 8855 202.1 253.5 455.6 460 105.3 10660 220.5 301.6 522.1 525 123.2 12465 238.9 354.0 592.9 595 142.6 14370 257.3 410.6 667.8 670 163.5 16475 275.6 471.3 746.9 750 186.0 186

80 294.0 536.2 830.2 835 209.8 210

K Value Determination Table (Sag Curve, S<L)Stopping Distance (6% Downhill)

6%Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance Design Distance (S) Calculated K Design K

15 55.1 26.1 81.2 85 10.4 1120 73.5 46.3 119.8 120 17.6 1825 91.9 72.4 164.3 165 27.9 2830 110.3 104.2 214.5 215 40.1 4135 128.6 141.9 270.5 275 55.5 5640 147.0 185.3 332.3 335 71.4 7245 165.4 234.5 399.9 400 88.9 8950 183.8 289.5 473.3 475 109.4 11055 202.1 350.3 552.5 555 131.5 13260 220.5 416.9 637.4 640 155.2 15665 238.9 489.3 728.2 730 180.3 18170 257.3 567.5 824.7 825 207.0 20875 275.6 651.4 927.1 930 236.6 23780 294.0 741.2 1,035.2 1,040 267.7 268

Stopping Distance (6% Uphill)6%

Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance Design Distance (S) Calculated K Design K15 55.1 18.4 73.5 75 8.5 920 73.5 32.7 106.2 110 15.4 1625 91.9 51.1 143.0 145 23.2 2430 110.3 73.6 183.8 185 32.7 3335 128.6 100.1 228.7 230 43.9 4440 147.0 130.8 277.8 280 56.8 5745 165.4 165.5 330.9 335 71.4 7250 183.8 204.3 388.1 390 86.2 8755 202.1 247.2 449.4 450 102.5 10360 220.5 294.2 514.7 515 120.4 12165 238.9 345.3 584.2 585 139.8 14070 257.3 400.5 657.7 660 160.7 16175 275.6 459.8 735.4 740 183.1 184

80 294.0 523.1 817.1 820 205.6 206

K Value Determination Table (Sag Curve, S<L)Stopping Distance (7% Downhill)

7%Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance Design Distance (S) Calculated K Design K

15 55.1 27.0 82.1 85 10.4 1120 73.5 48.0 121.5 125 18.7 1925 91.9 75.0 166.9 170 29.0 3030 110.3 108.0 218.2 220 41.4 4235 128.6 147.0 275.6 280 56.8 5740 147.0 192.0 339.0 340 72.7 7345 165.4 243.0 408.3 410 91.6 9250 183.8 299.9 483.7 485 112.1 11355 202.1 362.9 565.1 570 135.7 13660 220.5 431.9 652.4 655 159.3 16065 238.9 506.9 745.8 750 186.0 18670 257.3 587.9 845.1 850 214.1 21575 275.6 674.9 950.5 955 243.7 24480 294.0 767.9 1,061.9 1,065 274.8 275

Stopping Distance (7% Uphill)7%

Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance Design Distance (S) Calculated K Design K15 55.1 18.0 73.1 75 8.5 920 73.5 31.9 105.4 110 15.4 1625 91.9 49.9 141.7 145 23.2 2430 110.3 71.8 182.1 185 32.7 3335 128.6 97.7 226.4 230 43.9 4440 147.0 127.6 274.6 275 55.5 5645 165.4 161.6 326.9 330 70.0 7150 183.8 199.4 383.2 385 84.8 8555 202.1 241.3 443.5 445 101.2 10260 220.5 287.2 507.7 510 119.0 12065 238.9 337.1 575.9 580 138.4 13970 257.3 390.9 648.2 650 157.9 15875 275.6 448.8 724.4 725 178.9 179

80 294.0 510.6 804.6 805 201.4 202

K Value Determination Table (Sag Curve, S<L)Stopping Distance (8% Downhill)

8%Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance Design Distance (S) Calculated K Design K

15 55.1 28.0 83.1 85 10.4 1120 73.5 49.8 123.3 125 18.7 1925 91.9 77.8 169.7 170 29.0 3030 110.3 112.0 222.3 225 42.6 4335 128.6 152.5 281.1 285 58.1 5940 147.0 199.1 346.1 350 75.4 7645 165.4 252.0 417.4 420 94.3 9550 183.8 311.1 494.9 495 114.9 11555 202.1 376.5 578.6 580 138.4 13960 220.5 448.1 668.6 670 163.5 16465 238.9 525.8 764.7 765 190.2 19170 257.3 609.8 867.1 870 219.7 22075 275.6 700.1 975.7 980 250.8 25180 294.0 796.5 1,090.5 1,095 283.3 284

Stopping Distance (8% Uphill)8%

Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance Design Distance (S) Calculated K Design K15 55.1 17.5 72.7 75 8.5 920 73.5 31.2 104.7 105 14.4 1525 91.9 48.7 140.6 145 23.2 2430 110.3 70.1 180.4 185 32.7 3335 128.6 95.4 224.1 225 42.6 4340 147.0 124.7 271.7 275 55.5 5645 165.4 157.8 323.1 325 68.7 6950 183.8 194.8 378.5 380 83.5 8455 202.1 235.7 437.8 440 99.8 10060 220.5 280.5 501.0 505 117.7 11865 238.9 329.2 568.1 570 135.7 13670 257.3 381.8 639.0 640 155.2 15675 275.6 438.3 713.9 715 176.1 177

80 294.0 498.6 792.6 795 198.6 199

K Value Determination Table (Sag Curve, S<L)Stopping Distance (9% Downhill)

9%Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance Design Distance (S) Calculated K Design K

15 55.1 29.1 84.2 85 10.4 1120 73.5 51.7 125.2 130 19.8 2025 91.9 80.8 172.7 175 30.2 3130 110.3 116.4 226.6 230 43.9 4435 128.6 158.4 287.0 290 59.4 6040 147.0 206.9 353.9 355 76.7 7745 165.4 261.8 427.2 430 97.1 9850 183.8 323.2 507.0 510 119.0 12055 202.1 391.1 593.2 595 142.6 14360 220.5 465.4 685.9 690 169.1 17065 238.9 546.2 785.1 790 197.2 19870 257.3 633.5 890.8 895 226.8 22775 275.6 727.2 1,002.9 1,005 257.8 25880 294.0 827.4 1,121.4 1,125 291.8 292

Stopping Distance (9% Uphill)9%

Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance Design Distance (S) Calculated K Design K15 55.1 17.1 72.3 75 8.5 920 73.5 30.5 104.0 105 14.4 1525 91.9 47.6 139.5 140 22.0 2330 110.3 68.5 178.8 180 31.5 3235 128.6 93.3 221.9 225 42.6 4340 147.0 121.8 268.8 270 54.2 5545 165.4 154.2 319.5 320 67.4 6850 183.8 190.3 374.1 375 82.1 8355 202.1 230.3 432.4 435 98.4 9960 220.5 274.1 494.6 495 114.9 11565 238.9 321.7 560.5 565 134.3 13570 257.3 373.1 630.3 635 153.8 15475 275.6 428.3 703.9 705 173.3 174

80 294.0 487.3 781.3 785 195.8 196

K Value Determination Table (Sag Curve, S<L)Stopping Distance (10% Downhill)

10%Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance Design Distance (S) Calculated K Design K

15 55.1 30.3 85.4 90 11.3 1220 73.5 53.8 127.3 130 19.8 2025 91.9 84.1 175.9 180 31.5 3230 110.3 121.1 231.3 235 45.2 4635 128.6 164.8 293.4 295 60.8 6140 147.0 215.2 362.2 365 79.4 8045 165.4 272.4 437.7 440 99.8 10050 183.8 336.3 520.0 525 123.2 12455 202.1 406.9 609.0 610 146.8 14760 220.5 484.2 704.7 705 173.3 17465 238.9 568.3 807.1 810 202.8 20370 257.3 659.1 916.3 920 233.8 23475 275.6 756.6 1,032.2 1,035 266.3 26780 294.0 860.8 1,154.8 1,155 300.3 301

Stopping Distance (10% Uphill)10%

Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance Design Distance (S) Calculated K Design K15 55.1 16.7 71.9 75 8.5 920 73.5 29.8 103.3 105 14.4 1525 91.9 46.5 138.4 140 22.0 2330 110.3 67.0 177.2 180 31.5 3235 128.6 91.2 219.8 220 41.4 4240 147.0 119.1 266.1 270 54.2 5545 165.4 150.7 316.1 320 67.4 6850 183.8 186.1 369.8 370 80.8 8155 202.1 225.2 427.3 430 97.1 9860 220.5 268.0 488.5 490 113.5 11465 238.9 314.5 553.4 555 131.5 13270 257.3 364.7 622.0 625 151.0 15175 275.6 418.7 694.3 695 170.5 171

80 294.0 476.4 770.4 775 193.0 193

K Value Determination Table (Sag Curve, S<L)Stopping Distance (11% Downhill)

11%Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance Design Distance (S) Calculated K Design K

15 55.1 31.5 86.7 90 11.3 1220 73.5 56.1 129.6 130 19.8 2025 91.9 87.6 179.5 180 31.5 3230 110.3 126.1 236.4 240 46.5 4735 128.6 171.7 300.3 305 63.4 6440 147.0 224.3 371.3 375 82.1 8345 165.4 283.8 449.2 450 102.5 10350 183.8 350.4 534.1 535 126.0 12655 202.1 424.0 626.1 630 152.4 15360 220.5 504.6 725.1 730 180.3 18165 238.9 592.2 831.0 835 209.8 21070 257.3 686.8 944.0 945 240.9 24175 275.6 788.4 1,064.0 1,065 274.8 27580 294.0 897.0 1,191.0 1,195 311.6 312

Stopping Distance (11% Uphill)11%

Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance Design Distance (S) Calculated K Design K15 55.1 16.4 71.5 75 8.5 920 73.5 29.1 102.6 105 14.4 1525 91.9 45.5 137.4 140 22.0 2330 110.3 65.5 175.8 180 31.5 3235 128.6 89.2 217.8 220 41.4 4240 147.0 116.5 263.5 265 52.9 5345 165.4 147.4 312.8 315 66.0 6750 183.8 182.0 365.8 370 80.8 8155 202.1 220.2 422.4 425 95.7 9660 220.5 262.1 482.6 485 112.1 11365 238.9 307.6 546.5 550 130.1 13170 257.3 356.8 614.0 615 148.2 14975 275.6 409.5 685.2 690 169.1 170

80 294.0 466.0 760.0 760 188.8 189

K Value Determination Table (Sag Curve, S<L)Stopping Distance (12% Downhill)

12%Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance Design Distance (S) Calculated K Design K

15 55.1 32.9 88.0 90 11.3 1220 73.5 58.5 132.0 135 20.9 2125 91.9 91.4 183.3 185 32.7 3330 110.3 131.7 241.9 245 47.7 4835 128.6 179.2 307.9 310 64.7 6540 147.0 234.1 381.1 385 84.8 8545 165.4 296.3 461.7 465 106.6 10750 183.8 365.8 549.5 550 130.1 13155 202.1 442.6 644.7 645 156.5 15760 220.5 526.7 747.2 750 186.0 18665 238.9 618.2 857.0 860 216.9 21770 257.3 716.9 974.2 975 249.3 25075 275.6 823.0 1,098.6 1,100 284.7 28580 294.0 936.4 1,230.4 1,235 323.0 323

Stopping Distance (12% Uphill)12%

Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance Design Distance (S) Calculated K Design K15 55.1 16.0 71.2 75 8.5 920 73.5 28.5 102.0 105 14.4 1525 91.9 44.5 136.4 140 22.0 2330 110.3 64.1 174.4 175 30.2 3135 128.6 87.3 215.9 220 41.4 4240 147.0 114.0 261.0 265 52.9 5345 165.4 144.3 309.7 310 64.7 6550 183.8 178.1 361.9 365 79.4 8055 202.1 215.5 417.7 420 94.3 9560 220.5 256.5 477.0 480 110.8 11165 238.9 301.0 539.9 540 127.3 12870 257.3 349.1 606.4 610 146.8 14775 275.6 400.8 676.4 680 166.3 167

80 294.0 456.0 750.0 755 187.4 188

K Value Determination Table (Sag Curve, S<L)Stopping Distance (13% Downhill)

13%Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance Design Distance (S) Calculated K Design K

15 55.1 34.4 89.6 90 11.3 1220 73.5 61.2 134.7 135 20.9 2125 91.9 95.6 187.5 190 33.9 3430 110.3 137.7 248.0 250 49.0 5035 128.6 187.5 316.1 320 67.4 6840 147.0 244.8 391.8 395 87.5 8845 165.4 309.9 475.3 480 110.8 11150 183.8 382.6 566.3 570 135.7 13655 202.1 462.9 665.0 670 163.5 16460 220.5 550.9 771.4 775 193.0 19365 238.9 646.5 885.4 890 225.3 22670 257.3 749.8 1,007.1 1,010 259.2 26075 275.6 860.8 1,136.4 1,140 296.0 29780 294.0 979.4 1,273.4 1,275 334.3 335

Stopping Distance (13% Uphill)13%

Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance Design Distance (S) Calculated K Design K15 55.1 15.7 70.8 75 8.5 920 73.5 27.9 101.4 105 14.4 1525 91.9 43.6 135.5 140 22.0 2330 110.3 62.8 173.0 175 30.2 3135 128.6 85.5 214.1 215 40.1 4140 147.0 111.6 258.6 260 51.6 5245 165.4 141.3 306.6 310 64.7 6550 183.8 174.4 358.2 360 78.1 7955 202.1 211.0 413.2 415 93.0 9360 220.5 251.1 471.6 475 109.4 11065 238.9 294.7 533.6 535 126.0 12670 257.3 341.8 599.1 600 144.0 14475 275.6 392.4 668.0 670 163.5 164

80 294.0 446.5 740.5 745 184.5 185

K Value Determination Table (Sag Curve, S<L)Stopping Distance (14% Downhill)

14%Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance Design Distance (S) Calculated K Design K

15 55.1 36.1 91.2 95 12.3 1320 73.5 64.2 137.7 140 22.0 2325 91.9 100.2 192.1 195 35.1 3630 110.3 144.4 254.6 255 50.3 5135 128.6 196.5 325.1 330 70.0 7140 147.0 256.6 403.6 405 90.2 9145 165.4 324.8 490.2 495 114.9 11550 183.8 401.0 584.7 585 139.8 14055 202.1 485.2 687.3 690 169.1 17060 220.5 577.4 797.9 800 200.0 20065 238.9 677.6 916.5 920 233.8 23470 257.3 785.9 1,043.2 1,045 269.1 27075 275.6 902.2 1,177.8 1,180 307.4 30880 294.0 1026.5 1,320.5 1,325 348.5 349

Stopping Distance (14% Uphill)14%

Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance Design Distance (S) Calculated K Design K15 55.1 15.4 70.5 75 8.5 920 73.5 27.3 100.8 105 14.4 1525 91.9 42.7 134.6 135 20.9 2130 110.3 61.5 171.7 175 30.2 3135 128.6 83.7 212.3 215 40.1 4140 147.0 109.3 256.3 260 51.6 5245 165.4 138.4 303.7 305 63.4 6450 183.8 170.8 354.6 355 76.7 7755 202.1 206.7 408.8 410 91.6 9260 220.5 246.0 466.5 470 108.0 10965 238.9 288.7 527.6 530 124.6 12570 257.3 334.8 592.1 595 142.6 14375 275.6 384.4 660.0 660 160.7 161

80 294.0 437.3 731.3 735 181.7 182

K Value Determination Table (Sag Curve, S<L)Stopping Distance (15% Downhill)

15%Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance Design Distance (S) Calculated K Design K

15 55.1 37.9 93.0 95 12.3 1320 73.5 67.4 140.9 145 23.2 2425 91.9 105.3 197.2 200 36.4 3730 110.3 151.6 261.9 265 52.9 5335 128.6 206.4 335.0 340 72.7 7340 147.0 269.6 416.6 420 94.3 9545 165.4 341.2 506.6 510 119.0 12050 183.8 421.2 605.0 605 145.4 14655 202.1 509.7 711.8 715 176.1 17760 220.5 606.6 827.1 830 208.4 20965 238.9 711.9 950.8 955 243.7 24470 257.3 825.6 1,082.9 1,085 280.5 28175 275.6 947.8 1,223.4 1,225 320.1 32180 294.0 1078.4 1,372.4 1,375 362.7 363

Stopping Distance (15% Uphill)15%

Design Speed (mph) Brake Reaction Distance (ft) Braking Distance (ft) Total Distance Design Distance (S) Calculated K Design K15 55.1 15.1 70.2 75 8.5 920 73.5 26.8 100.3 105 14.4 1525 91.9 41.8 133.7 135 20.9 2130 110.3 60.3 170.5 175 30.2 3135 128.6 82.0 210.6 215 40.1 4140 147.0 107.1 254.1 255 50.3 5145 165.4 135.6 301.0 305 63.4 6450 183.8 167.4 351.1 355 76.7 7755 202.1 202.5 404.7 405 90.2 9160 220.5 241.0 461.5 465 106.6 10765 238.9 282.9 521.8 525 123.2 12470 257.3 328.1 585.3 590 141.2 14275 275.6 376.6 652.3 655 159.3 16080 294.0 428.5 722.5 725 178.9 179