0004.0 
County code does not exist.
Condition: 
The Cnty (4) field equals 0 

0005.0 
Section ID must be a nonzero alphanumeric value.
Condition: 
The SecID (5) field is blank or equal to 0 

0010.0 
LRS ID must be a nonzero 12digit alphanumeric value.
Condition: 
The LRSID (10) field equals 0 or its field length does not equal 12 

0013.0 
Rural/Urban Designation must be a value in the range [14].
Condition: 
The RurUrb (13) field less than 1 or greater than 4 

0015.0 
Urbanized Area Code does not exist.
Condition: 
Not Implemented. 

0016.0 
Nonattainment Area Code does not exist.
Condition: 
Not Implemented. 

0017.0 
Functional System must be a value in the range [1,2,69,11,12,14,16,17,19].
Condition: 
The FC (17) field is not 1, 2, 6, 7, 8, 9, 11, 12, 14, 16, 17 or 19. 

0019.0 
NHS must be a value in the range [09].
Condition: 
The NHS (19) field less than 0 or greater than 9 

0020.0 
Unbuilt Facility must be a value in the range [02].
Condition: 
The Unblt (20) field less than 0 or greater than 2 

0022.0 
Route Signing must be a value in the range [09].
Condition: 
The RouteSign (22) field less than 0 or greater than 9 

0023.0 
Route Signing Qualifier must be a value in the range [09].
Condition: 
The RouteSignQual (23) field less than 0 or greater than 9 

0024.0 
Signed Route Number must be an 8character, right justified, alphanumeric value.
Condition: 
The SignRtNum (24) field is not blank AND Its field length is not equal to 8 OR Its right most character is a space 

0025.0 
Governmental Ownership must be a value in the range [18].
Condition: 
The GovOwn (25) field less than 1 or greater than 8 

0027.0 
Type of Facility must be a value in the range [14].
Condition: 
The FT (27) field less than 1 or greater than 4 

0030.0 
Section Length must be greater than zero.
Condition: 
The SLen (30) field is less than or equal to 0 

0030.1 
Section Length is less than 0.1 miles, which might in turn generate other red flags.
Condition: 
The SLen (30) field is less than 0.1 

0031.0 
Donut Area Sample AADT Volume Group must be in the range [15] when AADT is not coded.
Condition: 
The AADT (33) field equals 0 AND The DonutGrpID (31) field is less than 1 or greater than 5 

0032.0 
Standard Sample AADT Volume Group must be in the range [113] when AADT is not coded.
Condition: 
The AADT (33) field equals 0 AND The StdGrpID (32) field is less than 1 or greater than 13 

0033.0 
AADT must not be less than zero.
Condition: 
The AADT (33) field is less than 0 

0034.0 
Number of Through Lanes must not be less than zero.
Condition: 
The TLanes (34) field is less than 0 

0035.0 
IRI must contain a value from 0 to 955.
Condition: 
The IRI (35) field is less than 0 or greater than 955 

0036.0 
PSR must contain a value from 0.0 to 5.0.
Condition: 
The PSR (36) field is less than 0.0 or greater than 5.0 

0037.0 
HOV Operations must be a value in the range [03].
Condition: 
The HOV (37) field is less than 0 or greater than 3 

0047.0 
Sample ID must be a nonzero alphanumeric value.
Condition: 
The SampID (47) field is blank or equals 0 

0050.0 
Surface/Pavement Type must be a value in the range [16].
Condition: 
The Surf (50) field is less than 1 or greater than 6 

0051.0 
SN_D must not be less than zero.
Condition: 
The SNorD (51) field is less than 0 

0052.0 
Climate Zone must not be less than zero.
Condition: 
The Climate (52) field is less than 0 

0053.0 
Year of Surface Improvement must not be less than zero.
Condition: 
The ImpYr (53) field is less than 0 

0054.0 
Lane Width must not be less than or EQUAL to zero.
Condition: 
The LaneW (54) field is less than 0 

0055.0 
Access Control must be a value in the range [13].
Condition: 
The Access (55) field is less than 1 or greater than 3 

0056.0 
Median Type must be a value in the range [14].
Condition: 
The MedT (56) field is less than 1 or greater than 4 

0057.0 
Median Width must not be less than zero.
Condition: 
The MedW (57) field is less than 0 

0058.0 
Shoulder Type must be a value in the range [16].
Condition: 
The ShldT (58) field is less than 1 or greater than 6 

0059.0 
Right Shoulder Width must not be less than zero.
Condition: 
The RShldW (59) field is less than 0 

0060.0 
Left Shoulder Width must not be less than zero.
Condition: 
The LShldW (60) field is less than 0 

0061.0 
Peak Parking must be a value in the range [03].
Condition: 
The PkPark (61) field is less than 0 or greater than 3 

0062.0 
Widening Feasibility must be a value in the range [15].
Condition: 
The WdFeas (62) field is less than 1 or greater than 5 

0063.0 
Curve Class A must not be less than zero.
Condition: 
The LCurvA (63) field is less than 0 

0064.0 
Curve Class B must not be less than zero.
Condition: 
The LCurvB (64) field is less than 0 

0065.0 
Curve Class C must not be less than zero.
Condition: 
The LCurvC (65) field is less than 0 

0066.0 
Curve Class D must not be less than zero.
Condition: 
The LCurvD (66) field is less than 0 

0067.0 
Curve Class E must not be less than zero.
Condition: 
The LCurvE (67) field is less than 0 

0068.0 
Curve Class F must not be less than zero.
Condition: 
The LCurvF (68) field is less than 0 

0069.0 
Horizontal Alignment Adequacy must be a value in the range [04].
Condition: 
The HorAln (69) field is less than 0 or greater than 4 

0070.0 
Type of Terrain must be a value in the range [03].
Condition: 
The Terrn (70) field is less than 0 or greater than 3 

0071.0 
Vertical Alignment Adequacy must be a value in the range [04].
Condition: 
The VerAln (71) field is less than 0 or greater than 4 

0072.0 
Grade Class A must not be less than zero.
Condition: 
The LGradeA (72) field is less than 0 

0073.0 
Grade Class B must not be less than zero.
Condition: 
The LGradeB (73) field is less than 0 

0074.0 
Grade Class C must not be less than zero.
Condition: 
The LGradeC (74) field is less than 0 

0075.0 
Grade Class D must not be less than zero.
Condition: 
The LGradeD (75) field is less than 0 

0076.0 
Grade Class E must not be less than zero.
Condition: 
The LGradeE (76) field is less than 0 

0077.0 
Grade Class F must not be less than zero.
Condition: 
The LGradeF (77) field is less than 0 

0078.0 
Percent Passing Sight Distance must not be less than zero.
Condition: 
The PSD (78) field is less than 0 

0079.0 
Weighted Design Speed must not be less than zero.
Condition: 
The WDS (79) field is less than 0 

0080.0 
Speed Limit must be greater than zero.
Condition: 
The SpdLim (80) field is less than or equal to 0 

0081.1 
Peak Percent SingleUnit Trucks must not be less than 0%.
Condition: 
The PcPkSU (81) field is less than 0 

0081.2 
Peak Percent SingleUnit Trucks must not be greater than 90%.
Condition: 
The PcPkSU (81) field is greater than 90 

0082.1 
Average Percent SingleUnit Trucks must not be less than 0%.
Condition: 
The PcAvSU (82) field is less than 0 

0082.2 
Average Percent SingleUnit Trucks must not be greater than 90%.
Condition: 
The PcAvSU (82) field is greater than 90 

0083.1 
Peak Percent Combination Trucks must not be less than 0%.
Condition: 
The PcPkCM (83) field is less than 0 

0083.2 
Peak Percent Combination Trucks must not be greater than 90%.
Condition: 
The PcPkCM (83) field is greater than 90 

0084.1 
Average Percent Combination Trucks must not be less than 0%.
Condition: 
The PcAvCM (84) field is less than 0 

0084.2 
Average Percent Combination Trucks must not be greater than 90%.
Condition: 
The PcAvCM (84) field is greater than 90 

0085.0 
KFactor must be greater than zero.
Condition: 
The KFac (85) field is less than or equal to 0 

0086.0 
Directional Factor must be greater than zero.
Condition: 
The DFac (86) field is less than or equal to 0 

0087.0 
Number of Peak Lanes must be greater than zero for all standard samples.
Condition: 
The PLanes (87) field is less than or equal to 0 AND The Sample (6) field is TRUE 

0088.0 
Left Turn Lanes must be a value in the range [05].
Condition: 
The LTurn (88) field is less than 0 or greater than 5 

0089.0 
Right Turn Lanes must be a value in the range [05].
Condition: 
The RTurn (89) field is less than 0 or greater than 5 

0071.0 
Vertical Alignment Adequacy must be a value in the range [04].
Condition: 
The VerAln (71) field is less than 0 or greater than 4 

0072.0 
Grade Class A must not be less than zero.
Condition: 
The LGradeA (72) field is less than 0 

0073.0 
Grade Class B must not be less than zero.
Condition: 
The LGradeB (73) field is less than 0 

0074.0 
Grade Class C must not be less than zero.
Condition: 
The LGradeC (74) field is less than 0 

0075.0 
Grade Class D must not be less than zero.
Condition: 
The LGradeD (75) field is less than 0 

0076.0 
Grade Class E must not be less than zero.
Condition: 
The LGradeE (76) field is less than 0 

0077.0 
Grade Class F must not be less than zero.
Condition: 
The LGradeF (77) field is less than 0 

0078.0 
Percent Passing Sight Distance must not be less than zero.
Condition: 
The PSD (78) field is less than 0 

0079.0 
Weighted Design Speed must not be less than zero.
Condition: 
The WDS (79) field is less than 0 

0080.0 
Speed Limit must be greater than zero.
Condition: 
The SpdLim (80) field is less than or equal to 0 

0081.1 
Peak Percent SingleUnit Trucks must not be less than 0%.
Condition: 
The PcPkSU (81) field is less than 0 

0081.2 
Peak Percent SingleUnit Trucks must not be greater than 90%.
Condition: 
The PcPkSU (81) field is greater than 90 

0082.1 
Average Percent SingleUnit Trucks must not be less than 0%.
Condition: 
The PcAvSU (82) field is less than 0 

0082.2 
Average Percent SingleUnit Trucks must not be greater than 90%.
Condition: 
The PcAvSU (82) field is greater than 90 

0083.1 
Peak Percent Combination Trucks must not be less than 0%.
Condition: 
The PcPkCM (83) field is less than 0 

0083.2 
Peak Percent Combination Trucks must not be greater than 90%.
Condition: 
The PcPkCM (83) field is greater than 90 

0084.1 
Average Percent Combination Trucks must not be less than 0%.
Condition: 
The PcAvCM (84) field is less than 0 

0084.2 
Average Percent Combination Trucks must not be greater than 90%.
Condition: 
The PcAvCM (84) field is greater than 90 

0085.0 
KFactor must be greater than zero.
Condition: 
The KFac (85) field is less than or equal to 0 

0086.0 
Directional Factor must be greater than zero.
Condition: 
The DFac (86) field is less than or equal to 0 

0087.0 
Number of Peak Lanes must be greater than zero for all standard samples.
Condition: 
The PLanes (87) field is less than or equal to 0 AND The Sample (6) field is TRUE 

0088.0 
Left Turn Lanes must be a value in the range [05].
Condition: 
The LTurn (88) field is less than 0 or greater than 5 

0089.0 
Right Turn Lanes must be a value in the range [05].
Condition: 
The RTurn (89) field is less than 0 or greater than 5 

1015.1 
Urban Area Code must be zero when RU code is [1,2].
Condition: 
The UrbAreaCode (15) field does NOT equal 0 AND The RurUrb (13) field equals 1 (Rural) or 2 (Small Urban) 

1015.2 
Urban Area Code must not be zero when RU code is [3,4].
Condition: 
The UrbAreaCode (15) field equals 0 AND The RurUrb (13) field is equals 3 (Small Urbanized) or 4 (Large Urbanized) 

1016.0 
Nonattainment Code must not be zero when RU code is [1,2] and Functional System equals [6,7,16,17] and Donut AADT Volume Group is greater than zero.
Condition: 
The NonAttainCode (16) field equals 0 AND The RurUrb (13) field equals 1 (Rural) or 2 (Small Urban) AND The FC (17) field equals 6, 16 (Arterial) or 7, 17 (Collector) AND The DonutGrpID (31) field is greater than 0 

1017.1 
Functional System must be in the range [1,2,69] when RU code is [1].
Condition: 
The RurUrb (13) field equals 1 (Rural) AND The FC (17) field is greater than 10 (Urban) 

1017.2 
Functional System must be in the range [11,12,14,16,17,19] when RU code is greater than [1].
Condition: 
The RurUrb (13) field is greater than 1 (Urban) AND The FC (17) field is less than 10 (Rural) 

1017.3 
Functional System must not be in the range [8,9] when section is a Standard or Donut Sample and RU code is [1].
Condition: 
The RurUrb (13) field equals 1 (Rural) AND The FC (17) field equals 8 (Minor Collector) or 9 (Local) AND The Sample (6) or Donut (7) field is TRUE 

1017.4 
Functional System must not be 19 when section is Standard sample and RU code is greater than [1].
Condition: 
The FC (17) field equals 19 (Urban Local) AND The RurUrb (13) field is greater than 1 (Urban) AND The Sample (6) field is TRUE 

1017.5 
Functional System must not be 19 when section is Donut sample and RU code is [2].
Condition: 
The FC (17) field equals 19 (Urban Local) AND The RurUrb (13) field is equals 2 (Small Urban) AND The Donut (7) field is TRUE 

1017.7 
Interstate should not be a one way operation.
Condition: 
The FC (17) field equals 1 or 11 (Interstate) AND The FT (27) field equals 1 or 3 (OneWay) 

1019.1 
NHS must be [1] when functional system is in the range [1,11].
Condition: 
The NHS (19) field does not equal 1 AND The FC (17) field equals 1 or 11 (Interstate) 

1019.2 
NHS must be coded greater than [0] when Special Systems is coded [True].
Condition: 
The NHS (19) field equals 0 (None) AND The SpecSys (26) field is TRUE 

1020.1 
Unbuilt Facility must be [0,1] when the section is a Standard or Donut sample.
Condition: 
The Unblt (20) field equals 2 (Unbuilt) AND The Sample (6) or Donut (7) field is TRUE 

1020.2 
Unbuilt Facility must be [1,2] when the section is on the NHS.
Condition: 
The Unblt (20) field equals 0 (None) AND The NHS (19) field is greater than 1 

1021.1 
Official Interstate route number must be coded zero or blank when the section is not an Interstate route.
Condition: 
The InstRtNum (21) field is NOT zero or blank AND The FC (17) field does NOT equal 1 or 11 (Interstate) 

1021.2 
Official Interstate route number must be a 5character, right justified, alphanumeric value for an Interstate route.
Condition: 
The InstRtNum (21) field length is not 5 or its right character is a space AND The FC (17) field equals 1 or 11 (Interstate) 

1024.0 
Signed Route Number must be zero when Route Signing is zero.
Condition: 
The SignRtNum (24) field is not blank or equal to 0 AND The RouteSign (22) field equals 0 (None) 

1026.0 
Special Systems must be [Yes] when section is an Interstate.
Condition: 
The SpecSys (26) field is FALSE AND The FC (17) field equals 1 or 11 (Interstate) 

1027.0 
Type of Facility should be in the range [1,2] when section is a Standard sample.
Condition: 
The FT (27) field is NOT 1 or 2 (Road) AND The Sample (6) field is TRUE 

1028.0 
Designated Truck Route should be [1] when the section is an Interstate and open to traffic.
Condition: 
The Unblt (20) field is equals 1 (Open) AND The FC (17) field equals 1 or 11 (Interstate) AND The TrkRoute (28) field is FALSE 

1031.1 
Donut Area Sample AADT Volume Group must be [0] when the section is on the PAS.
Condition: 
The DonutGrpID (31) field does NOT equal 0 AND The FC (17) field equals 1, 11 (Interstate) or 2, 12, 14 (Principal Arterial) 

1031.2 
Donut Area Sample AADT Volume Group must be [0] when the RU Code is [3,4].
Condition: 
The DonutGrpID (31) field does NOT equal 0 AND The RurUrb (13) field is equals 3 (Small Urbanized) or 4 (Large Urbanized) 

1031.3 
Donut Area Sample AADT Volume Group must be [0] when the Nonattainment is [0].
Condition: 
The DonutGrpID (31) field does NOT equal 0 AND The NonAttainCode (16) field is equals 0 

1031.4 
Donut AADT Volume Group must not be [0] when the Functional System is [6,7,16,17] and the Nonattainment code is greater than [0].
Condition: 
The DonutGrpID (31) field equals 0 AND The NonAttainCode (16) field is greater than 0 AND The FC (17) field equals 6, 16 (Minor Arterial) or 7, 17 (Collector) 

1032.1 
Standard AADT Volume Group must not be [0] when the section is open and the Functional System is not [8,9,19].
Condition: 
The StdGrpID (32) field equals 0 AND The Unblt (20) field equals 1 (Open) AND The FC (17) field does NOT equal 8 (Minor Collector) or 9, 19 (Local) 

1032.2 
Standard AADT Volume Group must not be [0] when the section is open and on the NHS.
Condition: 
The StdGrpID (32) field equals 0 AND The Unblt (20) field equals 1 (Open) AND The NHS (19) field is greater than 1 

1033.1 
AADT must not be zero when the section is on NHS and is open to traffic.
Condition: 
The AADT (33) field equals 0 AND The Unblt (20) field equals 1 (Open) AND The NHS (19) field is greater than 1 

1033.2 
AADT must not be zero when the section is a Standard or Donut sample.
Condition: 
The AADT (33) field equals 0 AND The Sample (6) or Donut (7) field is TRUE 

1033.3 
AADT must not be zero when the section is a Principal Arterial.
Condition: 
The AADT (33) field equals 0 AND The FC (17) field equals 1, 11 (Interstate) or 2, 12, 14 (Principal Arterial) 

1033.4 
Low AADT on Interstate of less than 1000.
Condition: 
The AADT (33) field is less than 1000 AND The FC (17) field equals 1 or 11 (Interstate) 

1033.5 
Section is at peak capacity for more than 13 hours.
Condition: 
Not Implemented 

1033.6 
Section has a low AADT of less than 500 per lane with more than 4 through lanes.
Condition: 
The AADT (33) field divided by the TLanes (34) field is less than 500 AND The TLanes (34) field is greater than 4 

1034.1 
Number of Through Lanes must not be zero when Functional System is [1,2,6,7,11, 12,14,16,17].
Condition: 
The TLanes (34) field equals 0 AND The FC (17) field does NOT equal 8 (Minor Collector) or 9, 19 (Local) 

1034.2 
Number of Through Lanes should be less than 11 when the RU code is [1].
Condition: 
The TLanes (34) field is greater than 10 AND The RurUrb (13) field equals 1 (Rural) 

1034.3 
Number of Through Lanes should be less than 16 when RU code is greater than [1].
Condition: 
The TLanes (34) field is greater than 15 AND The RurUrb (13) field is greater than 1 (Urban) 

1034.4 
Number of Through Lanes should be two or more when section is a paved twoway operation.
Condition: 
The TLanes (34) field is less than 2 AND The Surf (50) field is greater than 1 (Paved) AND The FT (27) field equals 2 or 4 (TwoWay) 

1034.5 
One Lane PAS Section.
Condition: 
The TLanes (34) field equals 1 AND The FC (17) field equals 1, 11 (Interstate) or 2, 12, 14 (Principal Arterial) 

1035.1 
IRI should not be zero when the section is a paved Standard sample and is a Rural, Minor Arterial.
Condition: 
The IRI (35) field equals 0 AND The Surf (50) field is greater than 1 (Paved) AND The Sample (6) field is TRUE AND The FC (17) field equals 6 (Rural Minor Arterial) 

1035.2 
IRI should not be zero when the section is a paved Standard sample and PSR is zero.
Condition: 
The IRI (35) field equals 0 AND The Surf (50) field is greater than 1 (Paved) AND The Sample (6) field is TRUE AND The PSR (36) field equals 0 

1035.3 
IRI must be zero when the section is an unpaved Standard sample.
Condition: 
The IRI (35) field does NOT equal 0 AND The Surf (50) field equals 1 (Unpaved) AND The Sample (6) field is TRUE 

1035.4 
IRI Should not be zero when a paved Standard sample section is on the NHS or the PAS.
Condition: 
The IRI (35) field equals 0 AND The Surf (50) field is greater than 1 (Paved) AND The Sample (6) field is TRUE AND The FC (17) field equals 1, 11 (Interstate) or 2, 12, 14 (Principal Arterial) OR The NHS (19) is greater than 1 

1035.5 
Section has an extremely low IRI of less than 30.
Condition: 
The IRI (35) field less than 30 and NOT equal to 0 

1035.6 
Section has an extremely high IRI of greater than 400.
Condition: 
The IRI (35) field less than 400. 

1035.7 
IRI should not be 0 when the section is paved and on the NHS or PAS.
Condition: 
Not Implemented. 

1035.8 
IRI should not be 0 when the section is a paved Urban PrincipalArterial roadway.
Condition: 
Not Implemented. 

1036.1 
PSR must not be zero when the section is a paved Standard sample and IRI is zero.
Condition: 
The PSR (36) field equals 0 AND The IRI (35) field equals 0 AND The Surf (50) field is greater than 1 (Paved) AND The Sample (6) field is TRUE 

1036.2 
PSR must be zero when the section is an unpaved Standard sample.
Condition: 
The PSR (36) field does NOT equal 0 AND The Surf (50) field equals 1 (Unpaved) AND The Sample (6) field is TRUE 

1050.1 
IRI and PSR must be zero when the section is unpaved.
Condition: 
The Surf (50) field equals 1 (Unpaved) AND The PSR (36) and IRI (35) fields do NOT equal 0 

1050.2 
Either PSR or IRI must be greater than zero when the section is paved.
Condition: 
The Surf (50) field is greater than 1 (Paved) AND The PSR (36) and IRI (35) fields equal 0 

1050.3 
Unpaved section on a Principal Arterial System.
Condition: 
The Surf (50) field equals 1 (Unpaved) AND The FC (17) field equals 1, 11 (Interstate) or 2, 12, 14 (Principal Arterial) 

1051.0 
SN or D must not be zero when the section is paved.
Condition: 
The SNorD (51) field equals 0 AND The Surf (50) field is greater than 1 (Paved) 

1051.1 
SN or D must be zero when the section is unpaved.
Condition: 
The SNorD (51) field does NOT equal 0 AND The Surf (50) field equals 1 (Unpaved) 

1051.2 
SN or D should be a value from 1.0 to 7.0 when Surface Type is flexible [2,3,4,6].
Condition: 
The SNorD (51) field is less than 1 or greater than 7 AND The Surf (50) field equals 2, 3, 4 or 6 (Flexible) 

1051.3 
SN or D should be a value from 6 to 14 inches when Surface Type is rigid [5].
Condition: 
The SNorD (51) field is less than 6 or greater than 14 AND The Surf (50) field equals 5 (Rigid) 

1051.4 
Section has a high SN of greater than 3.0 on Low or Intermediate type pavement.
Condition: 
The SNorD (51) field greater than 3 AND The Surf (50) field equals 2 (Low) or 3 (Intermediate) 

1051.5 
Section has a low SN of less than 1.6 on High type pavement.
Condition: 
The SNorD (51) field less than 1.6 AND The Surf (50) field equals 4 (Flexible) or 6 (Composite) 

1053.0 
Year of Surface Improvement must be greater than 1987 and less than or equal Year of Record.
Condition: 
The ImpYr (53) field does NOT equal 0 AND The ImpYr (53) field is less than 1988 OR The ImpYr (53) field is greater than the Yr (1) field 

1054.0 
Lane Width should be a value from 6 to 18 feet.
Condition: 
The LaneW (54) field is less than 6 or greater than 18 

1055.1 
No Access control or partial Access control coded on Interstate.
Condition: 
The Access (55) field is NOT equal to 1 (Full) AND The FC (17) field equals 1 or 11 (Interstate) 

1055.2 
No Access control coded On Freeway.
Condition: 
The Access (55) field equals 3 (None) AND The FC (17) field equals 12 (Freeway/Expressway) 

1056.1 
Median Type must be less than [4] when Median Width greater than zero.
Condition: 
The MedT (56) field equals 4 (None) AND The MedW (57) field is greater than 0 

1056.2 
No Median on Interstate.
Condition: 
The MedT (56) field equals 4 (None) AND The FC (17) field equals 1 or 11 (Interstate) 

1057.1 
Median Width must not be zero when Median Type less than [4].
Condition: 
The MedW (57) field equals 0 AND The MedT (56) field is less than 4 (Has Median) 

1057.2 
Median Width must be at least twice the LeftShoulder width when Median Type is less than [4] and Facility Type is [1,2].
Condition: 
The MedW (57) field is less than twice LShldW (60) AND The MedT (56) field is less than 4 (Has Median) AND The FT (27) field equals 1 or 2 (Road) 

1057.3 
Median Width must be zero when Median Type is 4.
Condition: 
The MedW (57) field does NOT equal 0 AND The MedT (56) field equals 4 (None) 

1057.4 
Onelane Facility has a Median type of [1,2,3] or a Median Width greater than zero.
Condition: 
The MedW (57) field is greater than 0 OR The MedT (56) field is less than 4 (Has Median) AND The TLanes (34) field equals 1 

1057.5 
Oneway Facility has a Median type of [1,2,3] or a Median Width greater than zero.
Condition: 
The MedW (57) field is greater than 0 OR The MedT (56) field is less than 4 (Has Median) AND The FT (27) field equals 1 or 3 (OneWay) 

1057.6 
No Median Width on Interstate.
Condition: 
The MedW (57) field equals 0 AND The FC (17) field equals 1 or 11 (Interstate) 

1058.1 
Shoulder Type must be [1,6] when Peak Parking is [2].
Condition: 
The ShldT (58) field does NOT equal 1 (None) or 6 (Barrier) AND The PkPark (61) field equals 2 (Both Sides) 

1058.2 
No shoulder exists or Earth shoulder type [1,5] on Interstate.
Condition: 
The ShldT (58) field equals 1 (None) or 5 (Earth) AND The FC (17) field equals 1 or 11 (Interstate) 

1058.3 
Parking on Both Sides and Shoulder Types coded as [25].
Condition: 
Not Implemented. 

1059.1 
Right Shoulder Width should be zero when Shoulder Type is [1,6].
Condition: 
The RShldW (59) field does NOT equal 0 AND The ShldT (58) field equals 1 (None) or 6 (Barrier) 

1059.2 
Right Shoulder Width should be from 1 to 12 feet when Shoulder Type is [25].
Condition: 
The RShldW (59) field is less than 1 or greater than 12 AND The ShldT (58) field equals 2, 3, 4 or 5 (Has Shoulder) 

1059.3 
Narrow Right Shoulder Width of less than 8 feet on Interstate.
Condition: 
The RShldW (59) field is less than 8 AND The FC (17) field equals 1 or 11 (Interstate) 

1059.4 
Right Shoulder Width must not be zero when a shoulder exists.
Condition: 
The RShldW (59) field equals 0 AND The ShldT (58) field equals 2, 3, 4 or 5 (Has Shoulder) 

1060.1 
Left Shoulder Width must be coded zero when Median Type is [4].
Condition: 
The LShldW (60) field does NOT equal 0 AND The MedT (56) field equals 4 (None) 

1060.2 
Left Shoulder Width should be from 1 to 12 feet when Shoulder Type is [25].
Condition: 
The LShldW (60) field is less than 1 or greater than 12 AND The MedT (56) field is less than 4 (Has Median) AND The ShldT (58) field equals 2, 3, 4 or 5 (Has Shoulder) 

1061.1 
Peak Parking must be greater than zero when Rural/Urban is greater than [1].
Condition: 
The PkPark (61) field equals 0 (None) AND The RurUrb (13) field is greater than 1 (Urban) 

1061.2 
Parking Coded on Interstate.
Condition: 
The PkPark (61) field equals 1 (One Side) or 2 (Both Sides) AND The FC (17) field equals 1 or 11 (Interstate) 

1063.1 
At least one curve class must be greater than zero when the section is paved, ruralarterial roadway.
Condition: 
The sum of LCurvA (63) through LCurvF (68) equals 0 AND The Surf (50) field is greater than 1 (Paved) AND The FC (17) field equals 2 or 6 (Rural Arterial) 

1063.2 
At least one curve class must be greater than zero when the section is paved, urban principalarterial roadway.
Condition: 
The sum of LCurvA (63) through LCurvF (68) equals 0 AND The Surf (50) field is greater than 1 (Paved) AND The FC (17) field equals 14 (Urban Principal Arterial) 

1063.3 
Sum of curvature class lengths must equal the section length or be within 0.1.
Condition: 
The sum of LCurvA (63) through LCurvF (68) does not equal the SLen (30) field plus or minus 0.1 miles. 

1069.1 
Horizontal Alignment Adequacy must be greater than zero when curves are not coded on a rural, paved section.
Condition: 
The sum of LCurvA (63) through LCurvF (68) equals 0 AND The HorAln (69) field equals 0 (None) AND The Surf (50) field is greater than 1 (Paved) AND The FC (17) field is less than 10 (Rural) 

1069.2 
Inadequate Horizontal Alignment of greater than 2 on an Interstate.
Condition: 
The HorAln (69) field equals 3 (Unsuitable) or 4 (Unacceptable) AND The FC (17) field equals 1 or 11 

1070.0 
Type of Terrain must not be zero when the section is rural.
Condition: 
The Terrn (70) field equals 0 (None) AND The FC (17) field is less than 10 (Rural) 

1071.1 
Vertical Alignment Adequacy must be greater than zero when grades are not coded on a rural, paved section.
Condition: 
The VerAln (71) field equals 0 (None) AND The sum of LGradeA (72) through LGradeF (77) equals AND The Surf (50) field is greater than 1 (Paved) AND The FC (17) field is less than 10 (Rural) 

1071.2 
Inadequate Vertical Alignment of greater than 2 on an Interstate.
Condition: 
The VerAln (71) field equals 3 (Unsuitable) or 4 (Unacceptable) AND The FC (17) field equals 1 or 11 (Interstate) 

1072.1 
At least one grade class must be greater than zero when the section is paved, rural arterial roadway.
Condition: 
The sum of LGradeA (72) through LGradeF (77) equals 0 AND The Surf (50) field is greater than 1 (Paved) AND The FC (17) field equals 2 or 6 (Rural Arterial) 

1072.2 
At least one grade class must be greater than zero when the section is paved, urban principalarterial roadway.
Condition: 
The sum of LGradeA (72) through LGradeF (77) equals 0 AND The Surf (50) field is greater than 1 (Paved) AND The FC (17) field equals 14 (Urban Principal Arterial) 

1072.3 
Sum of gradient class lengths must equal the section length or be within 0.1.
Condition: 
The sum of LGradeA (72) through LGradeF (77) does not equal the SLen (30) field plus or minus 0.1 miles. 

1079.1 
Weighted Design Speed must be a value from 30 to 70 MPH for a paved section.
Condition: 
The WDS (79) field is less than 30 or greater than 70 AND The Surf (50) field is greater than 1 (Paved) 

1079.2 
Low Weighted Design Speed of less than 70 MPH on Interstate.
Condition: 
The WDS (79) field is less than 70 AND The FC (17) field equals 1 or 11 (Interstate) 

1080.1 
Speed Limit should be from 10 to 105 MPH when Rural/Urban equals [1,2].
Condition: 
The SpdLim (80) field is less than 10 or greater than 105 AND The RurUrb (13) field equals 1 (Rural) or 2 (Small Urban) 

1080.2 
Speed Limit should be a value from 5 to 100 MPH when Rural/Urban equals [3,4].
Condition: 
The SpdLim (80) field is less than 5 or greater than 100 AND The RurUrb (13) field is equals 3 (Small Urbanized) or 4 (Large Urbanized) 

1080.3 
Low Speed Limit of less than 50 MPH on Interstate.
Condition: 
The SpdLim (80) field is less than 50 AND The FC (17) field equals 1 or 11 (Interstate) 

1080.4 
Unusual Speed Limit that is not divisible by 5.
Condition: 
Condition: The SpdLim (80) field is NOT divisible by 5 

1080.5 
Speed Limit exceeds weighted design speed by more than 15 MPH.
Condition: 
The SpdLim (80) field is greater than WDS (79) + 15 

1081.0 
Peak percentage of SingleUnit and Combination trucks should not be greater than 40%.
Condition: 
The PcPkSU (81) field plus the PcPkCM (83) field is greater than 40 

1082.0 
Percentage of Peak SingleUnit trucks is greater than the Average Daily Single Unit trucks.
Condition: 
The PcPkSU (81) field is greater than the PcAvSU (82) field 

1083.0 
Percentage of Peak Combination trucks is greater than the Average Daily Combination trucks.
Condition: 
The PcPkCM (83) field is greater than the PcAvCM (84) field 

1084.0 
Average percentage of SingleUnit and combination trucks should not be greater than 45%.
Condition: 
The PcAvSU (82) field plus the PcAvCM (84) field is greater than 45 

1085.0 
KFactor should be a value from 4 to 24.
Condition: 
The KFac (85) field is less than 4 or greater than 24 

1086.1 
Directional Factor must be 100 when the Facility Type is [1].
Condition: 
The DFac (86) field is less than 100 AND The FT (27) field equals 1 (OneWay) 

1086.2 
Directional Factor must be from 50 to 70 when the Facility Type is [2].
Condition: 
The DFac (86) field is less than 50 or greater than 70 AND The FT (27) field equals 2 (TwoWay) 

1087.1 
Number of Peak Lanes must be equal to the number of Through Lanes when the section is a Rural 2 or 3 lane facility.
Condition: 
The PLanes (87) field does NOT equal the TLanes (34) field AND The TLanes (34) field equals 2 or 3 AND The FC (17) field is less than 10 (Rural) 

1087.2 
Number of Peak Lanes must be equal or greater than the number of Through Lanes when the section is a oneway facility.
Condition: 
The PLanes (87) field is less than the TLanes (34) field AND The FT (27) field equals 1 or 3 (OneWay) 

1087.3 
Number of Peak Lanes must be equal or greater than 1/2 of the number of Through Lanes when the section is a twoway facility.
Condition: 
The PLanes (87) field is less than half the TLanes (34) field AND The FT (27) field equals 2 or 4 (TwoWay) 

1087.4 
Number of Peak Lanes should not equal the number of Through lanes for a Rural twoway facility with greater than three lanes.
Condition: 
The PLanes (87) field equals the TLanes (34) field AND The FC (17) field is less than 10 (Rural) AND The FT (27) field equals 2 or 4 (TwoWay) AND The TLanes (34) field is greater than 3 

1087.5 
Number of Peak Lanes should not equal the number of Through lanes for an Urban twoway facility.
Condition: 
The PLanes (87) field equals the TLanes (34) field AND The FC (17) field is greater than 10 (Urban) AND The FT (27) field equals 2 or 4 (TwoWay) 

1088.1 
Turning Lanes must be coded zero when AtGrade intersections are coded zero.
Condition: 
The LTurn (88) and RTurn (89) fields do not equal 0 AND The sum of NSig (92), NStop (93) and NOInts (94) equals 0 

1088.2 
Turning Lanes must not be code zero when AtGrade intersections are not code zero.
Condition: 
The LTurn (88) and RTurn (89) fields equal 0 AND The sum of NSig (92), NStop (93) and NOInts (94) is greater than 0 

1088.3 
Urban twoway facility with at least four lanes with atgrade signals that permit left turns should provide a leftturn lane.
Condition: 
The LTurn (88) field equals 0 AND The FC (17) field is greater than 10 (Urban) AND The FT (27) field equals 2 or 4 (TwoWay) AND The TLanes (34) field is greater than 3 AND The NSig (92) field is greater than 0 

1090.1 
Prevailing Type of Signalization must be in the range [13] when AtGrade signals are coded.
Condition: 
The SigType (90) field equals 0 or 4 (None) AND The NSig (92) field is greater than 0 

1090.2 
Prevailing Type of Signalization must be [0,4] when AtGrade Signals are not coded.
Condition: 
The SigType (90) field equals 1, 2 or 3 (Has Signals) AND The NSig (92) field equals 0 

1090.3 
Signalization Coded [1,2,3] on Urban Interstate.
Condition: 
The SigType (90) field equals 1, 2 or 3 (Has Signals) AND The FC (17) field equals 11 (Urban Interstate) 

1091.1 
Percent GreenTime must not be zero when Atgrade signals are coded.
Condition: 
The PctGrn (91) field equals 0 AND The NSig (92) field is greater than 0 

1091.2 
Percent GreenTime must not be zero when Type of Signalization equals [13].
Condition: 
The PctGrn (91) field equals 0 AND The SigType (90) field equals 1, 2 or 3 (Has Signals) 

1091.3 
Percent GreenTime greater than zero on Urban Interstate.
Condition: 
The PctGrn (91) field is greater than 0 AND The FC (17) field is equals 11 (Urban Interstate) 

1091.4 
Low Percent GreenTime of less than 35% for Function Systems of [12,14].
Condition: 
The PctGrn (91) field is greater than 0 and less than 35 AND The FC (17) field is equals 12 (Expressway) or 14 (Principal Arterial) 

1091.5 
High Percent GreenTime of more than 90% for Function Systems of [12,14].
Condition: 
The PctGrn (91) field is greater than 90 AND The FC (17) field is equals 12 (Expressway) or 14 (Principal Arterial) 

1091.6 
High Percent GreenTime of more than 80% for Function Systems greater than [14].
Condition: 
The PctGrn (91) field is greater than 80 AND The FC (17) field is greater than 14 

1091.7 
Percent GreenTime should contain a value of less than 86.
Condition: 
The PctGrn (91) field is greater than or equal to 86 

1092.1 
Atgrade Intersection must be coded zero when Access Control is [1].
Condition: 
The Access (55) equals 1 (Full) AND The sum of NSig (92), NStop (93) and NOInts (94) does NOT equal 0 

1092.2 
Atgrade Intersection coded on interstate.
Condition: 
The FC (17) field equals 1 or 11 (Interstate) AND The sum of NSig (92), NStop (93) and NOInts (94) does NOT equal 0 

1092.3 
Unusually high number of intersection of greater than 25 per mile.
Condition: 
The sum of NSig (92), NStop (93) and NOInts (94) is greater than 1 AND The SLen (30) field is greater than 0 AND Their sum divided by SLen (30) is greater than 25 

1095.0 
Peak Capacity must be greater than zero.
Condition: 
The PkCap (95) field is less than or equal to 0 

1096.0 
VSF must be less than or equal to 1.20.
Condition: 
The VSF (96) field is greater than 1.2 

1097.1 
Future AADT growth is more than 4 times the AADT.
Condition: 
The FAADT (97) field divided by the AADT (33) field is greater than 4 

1097.2 
Future AADT growth is less than 0.4 times the AADT.
Condition: 
The FAADT (97) field divided by the AADT (33) field is less than 0.4 

1097.3 
Future AADT has the same value at the AADT.
Condition: 
The FAADT (97) field equals the AADT (33) field 

1098.0 
Future AADT Year must be between 18 and 25 years beyond the YearofRecord.
Condition: 
The FAADTYr (98) field is less than the Yr (1) field plus 18 OR The FAADTYr (98) field is greater than the Yr (1) field plus 25 
