PERFORMANCE
Accuracy............DIN 18723, standard deviation height measuring
per 1 km (3280.84 ft) of double leveling
Trimble DiNi 0.3 mm per km
Electronic measurement
Invar precision bar code staff..................0.3 mm (0.001 ft)
Standard bar code staff.......................1.0 mm (0.004 ft)
Visual measurement............................1.5 mm (0.005 ft)
Distance measurement.......with a 20 m (65.62 ft) sighting distance
Invar precision bar code staff...................20 mm (0.066 ft)
Standard bar code staff ........................25 mm (0.082 ft)
Visual measurements...........................0.2 m (0.656 ft)
Trimble DiNi 0.7 mm per km
Electronic measurement
Invar precision bar code staff..................0.7 mm (0.002 ft)
Standard bar code staff.......................1.3 mm (0.004 ft)
Visual measurement..........................2.0 mm (0.007 ft)
Distance measurement ....... with a 20 m (65.62 ft) sighting distance
Invar precision bar code staff ...................25 mm (0.082 ft)
Standard bar code staff........................30 mm (0.098 ft)
Visual measurement............................0.3 m (0.984 ft)
Range
Electronic measurement.............1.5 m-100 m (4.92 ft-328.08 ft)
Visual measurement .........................from 1.3 m (4.265 ft)
Electronic Measurement
Trimble DiNi 0.3 mm per km
Electronic measurement
Resolution height measurement.....0.01 mm / 0.0001 ft / 0.0001 in
Resolution distance measurement................1 mm (0.003 ft)
Measurement time.......................................3 s
Trimble DiNi 0.7 mm per km
Electronic measurement
Resolution height measurement........0.1 mm / 0.001 ft / 0.001 in
Resolution distance measurement...............10 mm (0.033 ft)
Measurement time ....................................... 2 s
Horizontal Circle
Type of graduation........................ 400 grads and 360 deg
Graduation interval..............................1 grad and 1deg
Estimation to ...............................0.1 grad and 0.1 deg
Measurement Programs
Trimble DiNi 0.3 mm per km
Standard programs .................. Single measurement with and
without stationing, stakeout, line leveling with intermediate sight and stakeout, line adjustment
Leveling methods'.......................BF, BFFB, BFBF, BBFF, FBBF
aBF, aBFFB, aBFBF, aBBFF, aFBBF