Show your table. 10. TRANSIT RULE. Given in the accompanying tabulations are observed and calculated data for two different traverses. LATITUDE DEPARTURE AZIMUTH LINE DISTANCE FROM SOUTH -s +N +E -W 352.04 80.30 99°45' 154*00! 242 30 353 15' 60.49 AB. вс 357.20 m 164.64 198.57 183. 18 381.46 430.05 425.18 CD 422.23 49.97 DA + 423. 70 +431.43 -432.34 -422.23 Sums 1395. 61m (ENL) (ESL) (ZED) (ZWD) (D) AZIMUTH LATITUDE DEPARTURE COURSE LENGTH FROM NORTH +N -s +E -W 380. 38 m 51 9.30 CD O*50' 296*06' 205 54' 135 20' 33 27' 95 39' 380. 34 5.53 DE 228.46 466.35 303.08 EF 693.87 624.18 FG 417.98 297.27 293.83 GH 403.93 337.03 222.65 HC 249.00 24.51 247.79 Sums 2664.46 m +945.83 -945.96 +769.80 -769.43 (D) ENL) (ESL) CEED) (ΣWD) For each set of traverse data, balance the latitudes and departures by the transit rule. Also determine the linear error of closure, bearing of the side of error, and the precision of the measurements made. Tabulate all observed and calculated values into a convenient format and prepare a sketch of the adjusted traverse.
Show your table. 10. TRANSIT RULE. Given in the accompanying tabulations are observed and calculated data for two different traverses. LATITUDE DEPARTURE AZIMUTH LINE DISTANCE FROM SOUTH -s +N +E -W 352.04 80.30 99°45' 154*00! 242 30 353 15' 60.49 AB. вс 357.20 m 164.64 198.57 183. 18 381.46 430.05 425.18 CD 422.23 49.97 DA + 423. 70 +431.43 -432.34 -422.23 Sums 1395. 61m (ENL) (ESL) (ZED) (ZWD) (D) AZIMUTH LATITUDE DEPARTURE COURSE LENGTH FROM NORTH +N -s +E -W 380. 38 m 51 9.30 CD O*50' 296*06' 205 54' 135 20' 33 27' 95 39' 380. 34 5.53 DE 228.46 466.35 303.08 EF 693.87 624.18 FG 417.98 297.27 293.83 GH 403.93 337.03 222.65 HC 249.00 24.51 247.79 Sums 2664.46 m +945.83 -945.96 +769.80 -769.43 (D) ENL) (ESL) CEED) (ΣWD) For each set of traverse data, balance the latitudes and departures by the transit rule. Also determine the linear error of closure, bearing of the side of error, and the precision of the measurements made. Tabulate all observed and calculated values into a convenient format and prepare a sketch of the adjusted traverse.
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter14: Highway Surveys And Location
Section: Chapter Questions
Problem 7P
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Transcribed Image Text:Show your table.
10. TRANSIT RULE. Given in the accompanying tabulations are observed and calculated data for
two different traverses.
LATITUDE
DEPARTURE
AZIMUTH
LINE
DISTANCE
FROM SOUTH
+N
-s
+E
-w
352.04
99°45'
154 00
242 30
353 15'
60.49
164.64
AB:
357.20 m
80.30
вс
183.18
CD
430.05
198.57
381.46
422.23
49.97
DA
425.18
+ 423.70
-422.23
+ 431.43
<-432.34
Sums
1395.61 m
(ESL)
(ΣΕD)
(Z WD)
(ENL)
(D)
COURSE
AZIMUTH
LATITUDE
DEPARTURE
LENGTH
FROM NORTH
+N
-S
+E
-W
380. 38 m
51 9.30
CD
o*50'
296*06'
205 54'
135 20'
380. 34
5.53
DE
228.46
466.35
303.08
EF
693.87
624.18
FG
417.98
297.27
293.83
33 27'
95 39'
GH
403.93
337.03
222.65
HC
249.00
24.51
247.79
Sums
2664.46 m
+945.83
-945.96
+769.80
-769.43
(D)
ENL)
(ESL)
CZED)
(EWD)
For each set of traverse data, balance the latitudes and departures by the transit rule. Also
determine the linear error of closure, bearing of the side of error, and the precision of the
measurements made. Tabulate all observed and calculated values into a convenient format and
prepare a sketch of the adjusted traverse.
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