Format Survey Cross Memanjang
Post on 12-Jul-2016
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Instrumens TargetReading Level Reading Level
MiddleUpper
MiddleUpper
Bottom Bottom
∏
BM36 1,650
-250
1,575
-25189+700 1,900 1,826
89+725 1,148 1,073
502
∏⌡
89+725 1,342
-152
1,255
-15189+750 1,494 1,406
∏
89+750 1,842
680
1,760
68189+775 1,162 1,079
∏
89+775 2,367
1,000
2,284
1,00089+800 1,367 1,284
∏
89+800 2,520
1,070
2,442
1,06889+825 1,450 1,374
89+850 1,153
1,367
1.o75
1,367
∏
89+850 907
-1,306
853
-1,30789+875 2,213 2,160
∏
89+875 1,028
-135
942
-13789+900 1,163 1,079
∏
89+900 2,505
1,582
2,419
1,58289+925 923 837
∆ H 1 ∆ H 2
∏ 89+925 923 1,582 837 1,582
∏
89+925 2,307
502
2,192
67989+950 1,627 1,51389+975 324 1,983 208 1,984 1983.5
ENGINEER
(...............................) (................................)
EMPLOYER
Elevasi Target Keterangan
-250.5
647,656
647,406
502 647,154
-151.5 647,003
680.5
0
647,683
1000
0
648,683
1069
0
649,752
1,367
0
651,119
-1306.5
0
649,813
-136
0
649,677
1582
0
651,259
∆ H rata-rata
1582 651,259
590.5
0
651,849
CONTRAKTOR
(...............................)
Instrumens TargetReading Level Reading Level
MiddleUpper
MiddleUpper
Bottom Bottom
BM-87 0.968 1.03286+700 1.191
-0.2231.256
-0.224 -0.2235
00
86+700 1.015 0.649 0 086+725 2.849
-1.8342.482 0
-1.833 -1.8335
00
86+725 0.212 0.149 0 086+750 2.076
-1.8642.011 0
-1.862 -1.863
00
86+750 0.811 0.762 0 086+775 2.231
-1.422.177 0
-1.415 -1.4175
00
86+775 0.471 0.402 0 086+800 2.444
-1.9732.377 0
-1.975 -1.974
00
86+800 0.182 0.185 0 086+825 3.005
-2.8233.007 0
-2.822 -2.82250
86+825 0.128 0.115 0 086+850 3.777
-3.6493.763 0
-3.648 -3.6485
00
86+850 0.176 0.077 0 086+875 4.804
-4.6284.705 0
-4.628 -4.628
00
86+875 0.104 0.036 0 086+900 3.99
-3.8863.922 0
-3.886 -3.886
00
86+900 0.107 0.062 0 086+925 2.807
-2.72.759 0
-2.697 -2.6985
00
∆ H 1 ∆ H 2 ∆ H rata-rata
86+925 0.162 0 0.153 0 086+950 2.348
-2.1862.34 0
-2.187 -2.1865
ENGINEER
(...............................) (................................)
EMPLOYER
Elevasi Target Keterangan
684.182
683.95850
683.95850
682.1250
682.1250
680.2620
680.2620
678.84450
678.84450
676.87050
676.87050
674.0480
674.0480
670.39950
670.39950
665.77150
665.77150
661.88550
661.88550
659.1870
659.1870
657.0005
CONTRAKTOR
(...............................)
Instrumens TargetReading Level Reading Level
MiddleUpper
MiddleUpper
Bottom Bottom
BM-87 0.968 1.03286+700 1.191 -0.223 1.256 -0.224
086+700 1.015 0.64886+725 2.849 -1.834 2.482 -1.834
086+725 0.212 0.14986+750 2.076 -1.864 2.011 -1.862
086+750 0.811 0.76286+775 2.231 -1.42 2.177 -1.415
086+775 0.471 0.40286+800 2.444 -1.973 2.377 -1.975
086+800 0.182 0.18586+825 3.005 -2.823 3.007 -2.822
086+825 0.128 0.11586+850 3.777 -3.649 3.763 -3.648
086+850 0.176 0.07786+875 4.804 -4.628 4.705 -4.628
086+875 0.104 0.03686+900 3.99 -3.886 3.922 -3.886
086+900 0.107 0.06386+925 2.807 -2.7 2.759 -2.696
0
∆ H 1 ∆ H 2
86+925 0.162 0.15386+950 2.348 -2.186 2.34 -2.187
ENGINEER
(...............................) (................................)
EMPLOYER
∆ H Average ELEVATION KETERANGAN
684.182-0.2235 683.9585
0 00 0
-1.834 682.12450
0 00
0 682.1245
0 00 0
-1.4175 680.7070
0 00 0
-1.974 678.7330
0 00 0
-2.8225 675.91050
0 00 0
-3.6485 672.2620
0 00 0
-4.628 667.6340
0 00 0
-3.886 663.7480
0 00 0
-2.698 661.050
0 0
0 0-2.1865 658.8635
CONTRACTOR
(................................)
LONG SECTION MEASURMENTName of section:............................................... DATEInstruments :................................ SURVEYOR
InstrumentsReading Level Reading Level
TargetMiddle
UpperMiddle
UpperBottom Bottom
91+975 0.23 0.18192+000 2.925 -2.695 2.877 -2.696
0 092+000 1.355 1.40292+025 0.7 0.655 0.746 0.656
0 092+025 3.181 3.12292+050 0.547 2.634 0.488 2.634
0 092+050 2.827 2.73192+075 0.817 2.01 0.721 2.01
0 092+075 2.413 2.41692+100 0.434 1.979 0.436 1.98
0 092+100 2.751 2.71692+125 0.38 2.371 0.344 2.372
0 092+125 2.281 2.18792+150 0.614 1.667 0.519 1.668
0 092+150 2.087 2.01492+175 0.589 1.498 0.516 1.498
0 092+175 1.341 1.2692=200 0.945 0.396 0.864 0.396
0 0
∆ H 1 ∆ H 2
92=200 2.344 2.27292+225 0.35 1.994 0.279 1.993
EMPLOYER ENGINEER
(......................................) (.....................................)
LONG SECTION MEASURMENT........................................................
:..............................
Elevation Keterangan
722.998-2.6955 720.3025
000
0.6555 720.9580 00 00 0
2.634 723.5920 00 00 0
2.01 725.6020 00 00 0
1.9795 727.58150 00 00 0
2.3715 729.9530 00 00 0
1.6675 731.62050 00 00 0
1.498 733.11850 00 00 0
0.396 733.51450 00 0
∆ H Averege
0 01.9935 735.508
CONTRACTOR
(.......................................)
LONG SECTION MEASURMENT
Name of sec :............................................... DATE :......................................................Instruments :................................................ SURVEYO
Instrumens TargetReading Level Reading Level
MiddleUpper
MiddleUpper
Bottom Bottom∆ H 1 ∆ H 2
ENGINEER
(...............................) (................................)
EMPLOYER
LONG SECTION MEASURMENT
DATE :...................................................... :.......................................................
∆ H Averege Elevasi Target Keterangan
CONTRAKTOR
(...............................)
LONG SECTION MEASURMENTName of section:............................................... DATEInstruments :................................ SURVEYOR
InstrumentsReading Level Reading Level
TargetMiddle
UpperMiddle
UpperBottom Bottom
∆ H 1 ∆ H 2
EMPLOYER ENGINEER
(......................................) (.....................................)
LONG SECTION MEASURMENT:...............................................
:.................................
Elevation Keterangan∆ H Averege
CONTRACTOR
(.......................................)
i
EMPLOYER
LONG SECTION MEASURMENT
Name of section : ........................................ DATE :....INSTRUMENTS :....WATER PASS SURVEYO :................................................
Instrumens TargetReading Level Reading Level
MiddleUpper
MiddleUpper
Bottom BottomTK-BJ
∏ 87 0.796 1.01286+675 1.263 -0.467 1.481 -0.469
∏ 86+675 1.573 1.52386+650 1.32 0.253 1.267 0.256
86+650 1.72 1.652∏ 86+625 1.278 0.442 1.212 0.44
86+625 1.315 1.234∏ 86+600 1.953 -0.638 1.871 -0.637
∏ 86+600 0.843 0.77186+575 2.109 -1.266 2.035 -1.264
∏ 86+575 0.719 0.6686+550 2.806 -2.087 2.747 -2.087
SUB TOTALENGINEER
∆ H 1 ∆ H 2
EMPLOYER
(............................................) (.........................................)
LONG SECTION MEASURMENT
10/24/2015 :................................................
ELEVATION KETERANGAN
684.182-0.468 683.714
00 0
0.2545 683.968500
0 00.441 684.4095
0 00 00 0
-0.6375 683.7720 00 00 0
-1.265 682.5070 00 00 0
-2.087 680.42
CONTRACTOR
∆ H AVEREGE
(..........................................)
EMPLOYER
CROSS SECTION MEASURMENT
Name of section :............................................. DATE :.........................................................INSTRUMENTS :............................................. SURVEYO :.........................................................
INSTRUMENTS TARGETReading Level Reading Level
MiddleUpper
MiddleUpper
Bottom Bottom
BM 36 1.65 1.575₸ -0.25 -0.251
89=700 1.9 1.82689+725 1.148 0.502 1.073 0.502
89+725 1.342 1.255₸ -0.152 -0.151
89+750 1.494 1.406
₸ 89+750 1.842 1.760.68 0.681
89+775 1.162 1.07989+775 2.367 2.284
₸ 1 189+800 1.367 1.284
89+800 2.52 2.442₸ 1.07 1.068
89+825 1.45 1.37489+850 1.153 1.367 1.075 1.367
₸ 89+850 0.907 0.853-1.306 -1.307
89+875 2.213 2.1689+875 1.028 0.942
₸ -0.135 -0.13789+900 1.163 1.079
EMPLOYER ENGINEER
∆ H 1 ∆ H 2
(.................................) (...................................)
CROSS SECTION MEASURMENT
:......................................................... :.........................................................
Elevation Remarks
647.656-0.2505
0 647.40550.502 648.158
0 0000 00 648.158
-0.15150 648.00650 00 648.0065
0.68050 648.687
648.68710 649.687
00 649.687
1.0690 650.756
1.367 651.0540 00
-1.30650 649.74750 0
-0.136649.6115
CONTRACTOR
∆ H Average
(......................................)
INSTRUMENTS TARGETReading Level Reading Level
MiddleUpper
MiddleUpper
Bottom Bottom
BM 36 1.65 1.575₸ -0.25 -0.251
89=700 1.9 1.82689+725 1.148 0.502 1.073 0.502
89+725 1.342 1.255₸ -0.152 -0.151
89+750 1.494 1.406
₸ 89+750 1.842 1.760.68 0.681
89+775 1.162 1.07989+775 2.367 2.284
₸ 1 189+800 1.367 1.284
-1.15389+800 2.52 2.442
₸ 1.07 1.06889+825 1.45 1.37489+850 1.153 2.52 1.075 1.367
₸ 89+850 0.907 0.853-1.306 -1.307
89+875 2.213 2.1689+875 1.028 0.942
₸ -0.135 -0.13789+900 1.163 1.079
∆ H 1 ∆ H 2
Elevation Remarks
-0.25050
0.50200000
-0.1515000
0.68050010
-0.57650
1.0690
1.943500
-1.306500
-0.136 647,656
∆ H Average
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