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Trimble® TS635 Construction

Total Station

USER GUIDE

Part 2

NORTH AMERICA

Trimble Construction Division

5475 Kellenburger Road

Dayton, Ohio 45424

USA

800-538-7800 (Toll Free)

+1-937-245-5154 Phone

+1-937-233-9441 Fax

EUROPE

Trimble GmbH

Am Prime Parc 11

65479 Raunheim

GERMANY

+49-6142-2100-0 Phone

+49-6142-2100-550 Fax

ASIA-PACIFIC

Trimble Navigation

Singapore Pty Limited

80 Marine Parade Road

#22-06, Parkway Parade

Singapore 449269

SINGAPORE

+65-6348-2212 Phone

+65-6348-2232 Fax

www.trimble.com

Version 1.00

Revision A

February 2009 

USER GUIDE

Trimble® TS635 Construction

Total Station

2 Trimble TS635 Construction Total Station User Guide

Corporate Office

Construction Division

5475 Kellenburger Road

Dayton, Ohio 45424-1099

USA

800-538-7800 (toll free in USA)

+1-937-245-5600 Phone

+1-937-233-9004 Fax

www.trimble.com

Legal Notices

Trimble and the Globe & Triangle logo are trademarks of Trimble

Navigation Limited registered in the United States and in other

countries. Nikon is a registered trademark of the Nikon Corporation.

All other trademarks are the property of their respective owners.

Release Notice

This is the February 2009 release (Revision A) of the Trimble TS635

Construction Total Station User Guide. It applies to version 1.00 of the

TS635 construction total station.

Manufacturer

Nikon-Trimble Co., Ltd.

Technoport Mituiseimei Bldg.

16-2, Minamikamata 2-chome, Ota-ku

Tokyo 144-0035 Japan

Product Limited Warranty Information

For applicable product Limited Warranty information, please refer to the

Limited Warranty Card included with this Trimble product, or consult

your local Trimble authorized dealer.

Notices

Class B Statement – Notice to Users. This equipment has been tested

and found to comply with the limits for a Class B digital device, pursuant

to Part 15 of the FCC rules. These limits are designed to provide

reasonable protection against harmful interference in a residential

installation. This equipment generates, uses, and can radiate radio

frequency energy and, if not installed and used in accordance with the

instructions, may cause harmful interference to radio communication.

However, there is no guarantee that interference will not occur in a

particular installation. If this equipment does cause harmful

interference to radio or television reception, which can be determined

by turning the equipment off and on, the user is encouraged to try to

correct the interference by one or more of the following measures:

– Reorient or relocate the receiving antenna.

– Increase the separation between the equipment and the receiver.

– Connect the equipment into an outlet on a circuit different from that

to which the receiver is connected.

– Consult the dealer or an experienced radio/TV technician for help.

Changes and modifications not expressly approved by the manufacturer

or registrant of this equipment can void your authority to operate this

equipment under Federal Communications Commission rules.

CWARNING - This equipment has been certified to comply with the

limits for a Class B personal computer and peripherals, pursuant to

Subpart B of Part 15 of FCC Rules. Only peripherals (computer

input/output devices, terminals, printers, etc.) certified to comply with

the Class B limits may be attached to this equipment. Operation with

non-certified personal computer and/or peripherals is likely to result in

interference to radio and TV reception. The connection of a non-

shielded equipment interface cable to this equipment will invalidate

the FCC Certification of this device and may cause interference levels

which exceed the limits established by the FCC for this equipment.

You are cautioned that changes or modifications not expressly

approved by the party responsible for compliance could void your

authority to operate the equipment.

Canada

This digital apparatus does not exceed the Class B limits for radio noise

emissions from digital apparatus as set out in the radio interference

regulations of the Canadian Department of Communications.

Le présent appareil numérique n’émet pas de bruits radioélectriques

dépassant les limites applicables aux appareils numériques de Classe B

prescrites dans le règlement sur le brouillage radioélectrique édicté par

le Ministère des Communications du Canada.

Europe

This product has been tested and found to comply with the

requirements for a Class B device pursuant to European

Council Directive 2004/108/EC on EMC, thereby satisfying the

requirements for CE Marking and sale within the European Economic

Area (EEA). These requirements are designed to provide reasonable

protection against harmful interference when the equipment is operated

in a residential or commercial environment.

Representative in Europe

Trimble GmbH

Am Prime Parc 11

65479 Raunheim, Germany

Australia and New Zealand

This product conforms with the regulatory requirements of the

Australian Communications Authority (ACA) EMC framework,

thus satisfying the requirements for C-Tick Marking and sale

within Australia and New Zealand.

Taiwan Battery Recycling Requirements

The product contains a removable Ni-MH battery.

Taiwanese regulations require that waste batteries are

recycled.

Notice to Our European Union Customers

For product recycling instructions and more information, please

go to: www.trimble.com/environment/summary.html.

Recycling in Europe

To recycle Trimble WEEE, call: +31 497 53 2430, and ask for the

"WEEE associate," or mail a request for recycling instructions to:

Trimble Europe BV

c/o Menlo Worldwide Logistics

Meerheide 45

5521 DZ Eersel, NL

For the Bluetooth unit

USA

FCC Part 15 Subpart/RSS-210, OET bulletin 65 supplement C satisfied

CAUTION: Any changes or modifications not expressly approved by the

party responsible for compliance could void the user's authority to

operate the equipment.

NOTE: This equipment has been tested and found to comply with the limits

for a Class B digital device, pursuant to part 15 of the FCC Rules. These

limits are designed to provide reasonable protection against harmful

interference in a residential installation. This equipment generates, uses

and can radiate radio frequency energy and, if not installed and used in

accordance with the instructions, may cause harmful interference to radio

communications. However, there is no guarantee that interference will not

occur in a particular installation. If this equipment does cause harmful

interference to radio or television reception, which can be determined by

turning the equipment off and on, the user is encouraged to try to correct

the interference by one or more of the following measures:

-Reorient or relocate the receiving antenna.

-Increase the separation between the equipment and receiver.

-Connect the equipment into an outlet on a circuit different from that to

which the

receiver is connected.

-Consult the dealer or an experienced radio/TV technician for help.

Canada

RSS-210 Low Power Device

Operation is subject to the following two conditions: (1) This device may

not cause interference, and (2) this device must accept any interference,

including interference that may cause undesired operation of the device.

European Union countries, Iceland, Norway, Liechtenstein, Turkey,

Switzerland

EN300 328v17.1, EN50360 satisfied

Hereby, Nikon-Trimble Co., Ltd., declares that this instrument is in

compliance with the essential requirements and other relevant

provisions of Directive 1999/5/EC.

Declaration of Conformity available at http://www.nikon-trimble.com/.

RF exposure compliance

1. To comply with FCC/IC RF exposure compliance requirements, a

separation distance of at least 20 cm must be maintained between the

antenna of this device and all persons.

2. This transmitter must not be co-located or operated in conjunction

with any other antenna or transmitter.

Trimble TS635 Construction Total Station User Guide 3

Contents 1

Safety . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7

Warnings and Cautions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7

Rechargeable Lithium-ion (Li-ion) batteries . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7

Warnings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8

Cautions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9

Laser safety . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10

Specifications for laser emission . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10

Conforming standards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11

Labels . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11

1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13

System diagram . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14

Care and maintenance. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15

Storage . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15

Environmental conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15

Cleaning . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16

Adjusting and tightening . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16

Related information . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17

2 Setting up the Instrument . . . . . . . . . . . . . . . . . . . . . . . . . . . 19

Unpacking and repacking the instrument . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20

Charging the battery pack . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20

Applying power . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22

Charging the battery. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22

Conditioning / calibrating a battery . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23

Detaching the battery pack . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23

Attaching the battery pack . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24

Setting up the tripod . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25

Centering the instrument . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26

Centering with the optical plummet. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26

Centering with the laser plummet . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26

Centering with a plumb bob . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27

Leveling the instrument . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28

Focusing the telescope. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29

Setting the measurement mode and preparing the target . . . . . . . . . . . . . . . . . . . . . . . 30

Measurement with a prism. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30

Measurement in reflectorless (N-Prism) mode . . . . . . . . . . . . . . . . . . . . . . . . . . 31

Viewing and changing the measurement settings. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32

Target field . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32

Prism constant . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32

3 Getting Started. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33

Instrument keyboard and display . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36

Instrument keyboard . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36

Status bar. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37

4 Trimble TS635 Construction Total Station User Guide

LCD backlight, laser pointer, beep sound, and contrast adjustment . . . . . . . . . . . . . 39

[DSP] button. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40

[MODE] button . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41

[HOT] key . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42

Bubble indicator . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42

Laser plummet . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 43

Turning on the instrument . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 44

Turning off the instrument . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 44

Sleep mode. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 44

Regional configuration. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45

List available jobs or data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 46

Entering data. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 46

Entering a point name or number . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 46

Entering a code . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49

Entering values in feet and inches . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51

Creating or opening a job . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51

Creating a new job . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 52

Creating a control job . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 52

Measuring distances . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 53

Sighting a prism reflector. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 53

Taking a distance measurement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 53

Viewing and changing the measurement settings . . . . . . . . . . . . . . . . . . . . . . . . 54

4 Applications . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55

HA reset and angle operations. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 56

Setting the horizontal angle to 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 56

Entering the horizontal angle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 56

Station setup . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 56

Baseline . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 57

Known. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 58

Base XYZ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60

Remote BM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60

BS Check . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 61

Layout menu . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 62

L-O to Point . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 62

L-O from Line . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 63

L-O from Arc. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 64

XYZ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 65

Programs menu . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 67

Remote distance measurement (RDM) - overview . . . . . . . . . . . . . . . . . . . . . . . . 68

RDM (Radial) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 69

RDM (Cont) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 69

REM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 70

V-Plane . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 70

Cogo . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 71

Recording measurement data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 83

Trimble TS635 Construction Total Station User Guide 5

Switching between display screens . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 83

5 Menu Screen . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 85

Job . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 86

Opening an existing job . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 86

Creating a new job . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 86

Deleting a job . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 88

Setting the control job. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 89

Displaying job information. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 89

Settings (basic job settings). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90

Angle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90

Distance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90

Coordinate . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 93

Communications . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 93

Unit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 93

Power saving. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 94

Recording. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 94

Other settings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 94

Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 95

Viewing coordinate data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 95

UP, MP, CC, SS, and SO records . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 96

Deleting coordinate records . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 96

Editing coordinate records . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 96

Searching coordinate records . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 97

Entering coordinates . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 98

Communication . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 99

Downloading coordinate data. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 99

Uploading coordinate data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 99

1sec-Key. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .101

[MSR] button settings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .101

[DSP] button settings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .101

Calibration . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .102

Time . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .102

6 Checking and Adjusting . . . . . . . . . . . . . . . . . . . . . . . . . . . . 103

Adjusting the electronic level . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .104

Checking and adjusting the circular level . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .104

Checking and adjusting the optical/laser plummet. . . . . . . . . . . . . . . . . . . . . . . . . . . .104

Zero point errors of vertical scale and horizontal angle corrections . . . . . . . . . . . . . . . . .105

Checking the calibration . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .105

Adjusting the calibration . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .106

The instrument constant . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .107

Checking and adjusting the laser pointer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .108

A Specifications. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 109

Main body. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .110

6 Trimble TS635 Construction Total Station User Guide

Telescope . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .110

Measurement range . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .110

Distance precision . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .111

Measurement intervals . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .111

Angle measurement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .112

Tilt sensor . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .112

Tangent screws . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .112

Tribrach. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .112

Level . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .112

Optical plumment (Optional) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .112

Laser plummet . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .113

Display and keypad . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .113

Connections in the base of instrument . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .113

Battery pack . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .113

Environmental performance. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .114

Dimensions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .114

Weight. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .114

Environmental protection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .114

Standard components . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .114

External device connector . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .115

B Transferring Coordinate Data . . . . . . . . . . . . . . . . . . . . . . . . 117

Transferring coordinate data to the total station . . . . . . . . . . . . . . . . . . . . . . . . . . . . .118

Settings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .118

Record format . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .118

Data example . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .119

Transferring coordinate data from the total station . . . . . . . . . . . . . . . . . . . . . . . . . . .119

Settings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .119

Data examples. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .119

C Error Messages . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 121

Cogo . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .122

Communications . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .122

Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .123

Job manager . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .123

Layout . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .124

Programs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .124

Recording data. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .125

Searching . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .126

Settings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .126

Station setup . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .127

System error . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .127

CHAPTER

Trimble TS635 Construction Total Station User Guide 55

Applications 4

In this chapter:

QHA reset and angle operations

QStation setup

QLayout menu

QPrograms menu

QRecording measurement data

QSwitching between display

screens

This chapter describes the menu and display

screens, and TS635 Construction Total Station

applications.

Use the following keystrokes when working in

the display screens and when you use the

applications:

To switch between

display screens

Press [DSP]. See also

page 83.

To change HT Press [HOT]

To record points Press [ENT]

4 Applications

56 Trimble TS635 Construction Total Station User Guide

HA reset and angle operations

To access the Angle menu, press [ANG] in the Basic

Measurement Screen (BMS). To select a command from

the Angle menu, press the corresponding number key.

Alternatively, press [^] or [v] to highlight the command

and then press [ENT].

Setting the horizontal angle to 0

Press [1] or select 0-Set in the Angle menu. The display returns to the BMS.

Entering the horizontal angle

1. Press [2] or select Input in the Angle menu. The

HA Input screen appears.

2. Use the numeric keys to enter the horizontal

angle.

3. Press [ENT].

To enter 123°45'50", key in [1] [2] [3] [.] [4] [5] [5] [0].

The displayed value is rounded to the minimum angle increment.

Station setup

To access the Stn Setup menu, press [STN] in the BMS.

To select a command from the Stn Setup menu, press

the corresponding number key. Alternatively, press [^] or

[v] to highlight the command and then press [ENT].

The last function used is highlighted.

The station setup options are:

•Baseline, page 57

•Known, page 58

•Base XYZ, page 60

•Remote BM, page 60

•BS Check, page 61

Trimble TS635 Construction Total Station User Guide 57

Applications 4

Baseline

Select this option for a two-point resection along a known line.

1. Press [1] or select BaseLine from the Stn Setup

menu.

2. Enter a known point as P1.

If you enter a new point name, a coordinate input

screen appears.

Sight P1 and press [MSR1] or [MSR2] to take a

measurement. Press [ENT].

3. Choose how you want to define a known line:

–To define the line by entering P2

coordinates, press [1] or select By Coord.

–To define the line by entering the azimuth,

press [2] or select By Angle.

a. If you select By Angle, the azimuth input

screen appears: Enter the angle value and

press [ENT].

A measurement screen appears.

b. Sight P2 and press [MSR1] or [MSR2] to take a

measurement. Press [ENT].

After the measurement to P2 is completed,

press [ENT]. The coordinates of the station are

calculated.

4. To record the station, press [ENT] or the REC

softkey.

5. To check the measurement, press the DSP

softkey. If you defined the line by entering its

azimuth, the HD and VD between P1 and P2 are

displayed.

If you defined the line by entering the P2

coordinates, the difference of HD (dHD) and VD

(dZ) between your measurement data and input

coordinate data are displayed.

4 Applications

58 Trimble TS635 Construction Total Station User Guide

6. Enter the station name, the height of instrument

(HI), and a feature code (CD) if required. The

station name defaults to the last recorded PT + 1.

7. Backsight (BS) defaults to the first point (P1). To

change the selected point, highlight the BS field

and then select the Change softkey.

8. To finish the setup and record the station, press

[ENT] in the BS field.

Known

Select this option to set up a station with known coordinates or azimuth.

1. Press [2] or select Known in the Stn Setup menu.

2. Enter a point name or number in the ST field.

–If the input point number or name is an

existing point, its coordinates are displayed

and the cursor moves to the HI (Height of

instrument) field.

–If the point is new, a coordinate input screen appears. Enter the

coordinates for the point. Press [ENT] after each field. When you press [ENT] in

the CD field, the new point is stored.

–If the specified point has a code, the code appears in the CD field.

3. Enter the instrument height in the HI field and then press [ENT].

4. In the Backsight screen that appears, select an input method for defining the

backsight point:

–To sight the backsight by entering coordinates, see the following section.

–To sight the backsight by entering the azimuth and angle, see page 59.

Sighting the backsight by entering coordinates

Y0 Yb

Backsight point

(Xb, Yb, Zb)

Station point

(Xi, Yi, Zi)

Instrument height

Trimble TS635 Construction Total Station User Guide 59

Applications 4

1. To enter coordinates for the backsight point (BS),

press [1] or select Coord from the Backsight

screen.

2. Enter the point name. If the point exists in the

job, its coordinates are shown.

3. If you intend to take a distance measurement to

the BS, enter the height of target in the HT field.

4. Sight the BS, and then press [ENT] to complete the

setup.

If measuring to a known coordinate BS, press

[DSP] to display a QA screen. The QA screen shows

the dHD and dVD values, which indicate the

difference between the measured distance and

the distance calculated from the known

coordinates.

5. To record the station, press [ENT].

6. To finish the station setup after taking a distance measurement, press [ENT].

Sighting the backsight by entering the azimuth angle

1. To enter the azimuth angle to the backsight

point, press [2] or select Angle from the

Backsight screen.

2. If there is no point name for the BS, press [ENT] on

the BS field.

HA Azimuth calculated by

coordinates

Backsight point

Azimuth

Station point

(Xi, Yi, Zi)

Instrument height

4 Applications

60 Trimble TS635 Construction Total Station User Guide

3. In the HA field, enter the azimuth angle to the BS point.

If you press [ENT] without entering a value in the HA field, the azimuth is

automatically set to 0°00'00".

4. Sight the BS point and press [ENT].

Base XYZ

Select this option to change the instrument XYZ values.

Base XYZ does not store an ST record in the job, so the BS Check cannot check the

backsight if you enter a station using the Base XYZ option.

You can use this function without an open job.

1. Press [3] or select Base XYZ from the Stn Setup

menu.

The current instrument XYZ values are shown as

the default.

2. Enter the new instrument XYZ values and then

press [ENT].

3. Do one of the following:

–To reset the horizontal angle, enter a value in the HA field and then press

[ENT].

–If you do not need to reset the horizontal angle, leave the HA field blank

and then press [ENT].

The Stn Setup menu appears.

Remote BM

Select this option to determine the station elevation.

1. Press [4] or select Remote BM from the Stn

Setup menu.

2. Enter the BM point and press [ENT]. The point

appears briefly. The cursor then moves to the HT

field.

3. Enter the HT and then press [ENT].

Trimble TS635 Construction Total Station User Guide 61

Applications 4

4. Sight the Bench Mark point and then press [MSR1]

or [MSR2].

The updated station coordinates are displayed.

You can change the HI in this screen.

5. To record the updated STN, press [ENT].

When the HI setting is changed, the Z coordinate is

updated before the station is recorded.

You must complete a station setup before you use the Remote Benchmark function.

BS Check

Select these options to check and reset the backsight direction.

Note – Complete a station setup before using the BS check function.

This function always refers to the backsight point from the last station (ST) record

stored in the current open job.

1. Press [5] or select BS Check in the Stn Setup

menu.

The HA field refers to the current HA reading,

and the BS field refers to the BS in the last station

setup. Enter station coordinates for observations

without recording data.

2. Do one of the following:

–To reset the horizontal angle to the HA set

in the last station setup, sight the BS and then select the Reset softkey or

press [ENT].

–To cancel the process and return to the BMS, select the Abrt softkey or

press [ESC].

4 Applications

62 Trimble TS635 Construction Total Station User Guide

Layout menu

To access the Layout menu, press [L-O] in the BMS.

To select a command from the Layout menu, press the

corresponding number key. Alternatively, press [^] or [v]

to highlight the command and then press [ENT].

The last function used is highlighted.

There are four layout options:

•L-O to Point, page 62

•L-O from Line, page 63

•L-O from Arc, page 64

•XYZ, page 65

L-O to Point

Use this method to lay out a point based on the down, out, and dZ location to a

specified line.

1. Press [1] or select L-O to Point from the

Layout menu.

2. Enter the first point (P1) along the line.

Alternatively, select the MSR softkey to measure a

point.

If you press [ENT] without entering a PT name, you

can enter temporary coordinates. Temporary

coordinates are not recorded in the job.

3. Enter the second point (P2) along the line.

4. Enter offsets to the line.

To enter the value 0.0000, press [ENT] in a blank field.

5. Rotate the instrument until the dHA is close to 0°00'00".

6. Sight the target, and then press [MSR1] or [MSR2].

Sta Distance from P1 along the line

O/S Distance perpendicular to the line

(+) Right side of the P1−P2 line

(-) Left side of the P1−P2 line

dZ Difference in height from the line

Trimble TS635 Construction Total Station User Guide 63

Applications 4

When a distance measurement is taken, the

difference between the measured point and the

design point appears.

7. To record the point as an SO record, press [ENT].

Note – Press [DSP] to switch between display screens. See

also page 83.

The following figure shows the terminology used to guide you to the required point.

L-O from Line

Select this option to measure distance and offset values along a specified line.

1. Press [2] or select L-O from Line from the

Layout menu.

2. Enter the first point for the reference line.

Alternatively, select the MSR softkey to measure a

point.

If you press [ESC] in the Record PT screen, the

measured point is used but not recorded in the

job.

3. Enter the second point for the reference line.

4. Enter an asterisk ( for example, A*) in the PT field to perform a wildcard search.

A list of matching points appears. Highlight a point in the list and then press

[ENT].

Fill

Out

Cut

In In Out

Fill

Cut

4 Applications

64 Trimble TS635 Construction Total Station User Guide

The following figure shows how to determine or input a location relative to a

line used for Layout.

5. Sight the prism or reflective sheet and press [MSR1] or [MSR2].

Note – Press [DSP] to switch between display screens. See also page 83.

L-O from Arc

Select this option to measure distance and offset values on the arc-curve.

1. Press [3] or select L-O from Arc from the

Layout menu.

2. Enter the start of the curve point (P1) and the

azimuth of its tangent line (HA1).

Alternatively, to enter P1 by direct measurement,

select the MSR softkey.

3. Choose a method to define the curve.

P2 can be any point on the tangent line that is to

exit the curve.

4. In the radius (Rad) field, enter a positive value for

a clockwise curve. Enter a negative value for a

counter-clockwise curve.

Dwn Horizontal distance from P1 to the

measured point along the P1-P2 line 6.

Out Horizontal offset from the P1-P2 line to

the measured point

dZ Vertical offset from the P1-P2 line to

the measured point

Plain view Side view

PT1

PT2

Dwn Out

Prism

Prism PT2

Dwn

PT1

Trimble TS635 Construction Total Station User Guide 65

Applications 4

Once you entered all factors, the TS635 Construction Total Station calculates

the curve. If the curve length (Len) is too large for a circle of the given radius, the

curve is shortened.

Note – Press [DSP] to switch between display screens. See also page 83.

XYZ

Select this option to specify the layout point by coordinates.

1. Press [4] or select XYZ in the Layout menu.

2. Do one of the following:

–Enter the point name that you want to

establish and then press [ENT].

–Specify the point by code or radius from the

TS635 Construction Total Station. If several

points are found, they are displayed in a list.

Press [^] or [v] to move up and down the list.

Use [<] to move up one page, or [>] to move

down one page.

3. Highlight a point in the list and then press [ENT].

The delta angle and the distance to the target are

shown.

4. Rotate the instrument until the dHA is close to

0°00'00". Press [MSR1] or [MSR2].

dHA Difference in horizontal angle to

the target point

HD Distance to the target point

4 Applications

66 Trimble TS635 Construction Total Station User Guide

5. Ask the rod person to adjust the target position. When the target is on the

intended position, the displayed errors become 0.000 m (0.000 ft).

Once a measurement is taken, the Cut/Fill value and Z coordinate are updated

as the VA is changed.

6. To record the point, press [ENT]. The PT field

defaults to the specified PT + 1000.

Press [MENU] and then select Settings / Rec.

Use the Add Constant field to specify an integer.

The integer is added to the point number that is

being laid out to generate a new number for

recording the layout point. The default value is

1000. For example, when you stake out PT3 with

an Add Constant of 1000, the default value in the

SO field (layout record) is 1003.

The display then returns to the observation

screen. Press [ESC]. The display returns to the

PT/CD/R input screen. If you entered the

stakeout point using a single point name, the PT

defaults to the last PT + 1.

7. If you selected a point from the list, the display

returns to the list, unless all points have been

selected. Press [ESC] to return to the point input

screen.

dHA Difference in horizontal angle to

the target point

R/L Right/Left (Lateral error)

IN/OUT In/Out (Longitudinal error)

CUT/FIL Cut/Fill

Trimble TS635 Construction Total Station User Guide 67

Applications 4

Advanced feature: Specifying a layout list by inputting points by range

1. Select the Fr/To softkey when the PT field is

selected.

2. Enter the start point (Fr) and the end point (To).

The range between Fr and To must be less than

1001 points.

–If existing points are found between Fr and

To, a point list appears.

To highlight a point in the list, press [^] or [v].

To go to the layout observation screen, press

[ENT].

–If you have assigned a control job, and

additional points are found in the control

job, the Ctrl softkey appears under the list.

Programs menu

To access the Programs menu, press [PRG] in the BMS.

To select a command from the Programs menu, press

the corresponding number key. Alternatively, press [^] or

[v] to highlight the command and then press [ENT].

The last function used is highlighted.

The Programs menu has the following options:

•RDM (Radial), page 69

•RDM (Cont), page 69

•REM, page 70

•V-Plane, page 70

•Cogo, page 71

4 Applications

68 Trimble TS635 Construction Total Station User Guide

Remote distance measurement (RDM) - overview

RDM or “Remote distance measurement” measures the horizontal distance, vertical

distance, and slope distance between two points.

Difference between RDM (Radial) and RDM (Cont) measurement methods

RDM (Radial) calculations are made with reference to the first point. RDM (Cont)

calculations are made with reference to the two preceding points.

rSD Slope distance between two points

rVD Vertical distance between two points

rHD Horizontal distance between two points

rV% Percentage of grade (rVD/rHD) × 100%

rGD Vertical grade (rHD/rVD):1

rAZ Azimuth from first point to second point

Second sighting point

rVD

Second sighting point

Station point

First sighting

Horizontal angle 0 direction

rHA

rSD

rHD

point

RDM(Radial) RDM(Cont)

P3 P4

Trimble TS635 Construction Total Station User Guide 69

Applications 4

RDM (Radial)

Choose this option to measure between the current point and the first point measured.

1. Press [1] or select RDM(Radial) in the

Programs menu.

2. Sight the first point and press [MSR1] or [MSR2].

The distance from the station point to the first

point appears.

3. Sight the second point and press [MSR1] or [MSR2].

The distances between the first and second point

are displayed.

4. To change display screens, press [DSP].

5. Press [ESC] to exit.

RDM (Cont)

Choose this option to measure between the current point and the immediately

preceding point.

1. Press [2] or select RDM(Cont.)from the

Programs menu.

2. Follow the procedure as for a radial RDM

measurement. See also RDM (Radial), page 69.

rSD Slope distance between two points

rVD Vertical distance between two

points

rHD Horizontal distance between two

points

rHA Azimuth from first point to second

point

rV% Percentage of grade (rVD/rHD) ×

100%

rGD Vertical grade (rHD/rVD): 1

4 Applications

70 Trimble TS635 Construction Total Station User Guide

REM

Choose this option to measure a remote elevation.

Note – A prism is required only at the sighting (target) point.

1. Press [3] or select REM in the Programs menu.

2. Enter the height of the target.

3. Sight the target point and press [MSR1] or [MSR2].

4. Loosen the vertical clamp and then turn the

telescope to aim at an arbitrary point.

The difference in elevation (Vh) appears.

5. Press [ESC] to exit.

V-Plane

Choose this option to measure distance and offset values in the vertical plane, using

the 2-Pt Reference Plane function.

1. Press [4] or select V-Plane in the Programs

menu.

2. Enter the first point in the vertical plane:

Station point

Sighting point

Arbitrary point

Baseline

Trimble TS635 Construction Total Station User Guide 71

Applications 4

a. To enter the first point by direct

measurement, select the MSR softkey. A

temporary observation screen appears.

b. Press [MSR1] or [MSR2]. The Record PT screen

appears.

c. Enter a value in the PT and CD fields, and

then press [ENT].

3. Enter the second point in the vertical plane. To do this, repeat Step 2.

Once the plane is defined, the calculated Dwn and dZ values are updated as you

move the telescope. No distance measurement is required.

Note – Press [DSP] to switch between display screens. See also page 83.

4. Press [ESC] to exit this function.

Cogo

Choose the Cogo option to perform coordinate

geometry (Cogo) calculations.

To open the Cogo menu, press [5] on the Programs

menu.

There are five items in the Cogo menu:

•Inverse, page 72

•Input, page 74

•Area & Perm, page 76

•Down+Out, page 77

•Intersection, page 78

Dwn Horizontal distance from P1 to the

target point along the baseline

dZ Vertical distance from P1 to the

target point

4 Applications

72 Trimble TS635 Construction Total Station User Guide

Inverse

Choose this option from the Cogo menu to calculate angle and distance between two

coordinates.

Press [1] or select Inverse in the Cogo menu. The

Inverse menu appears.

PT-PT inverse

PT-PT calculates the distance and the angle between

two input points.

To calculate a PT–PT inverse:

1. Press [1] or select PT-PT in the Inverse menu.

2. Enter the first point number or name, and then

press [ENT].

If you press [ENT] without entering a point name, a

coordinate input screen appears, and you can enter

coordinates. These coordinates are not stored to the

database. If you want to store the point, specify a new

point name.

3. Type the second point number/name, and then

press [ENT]. If necessary select the MSR softkey to

shoot the point on the spot so that you can use it

in the calculation.

The azimuth, horizontal distance, and vertical

distance from the first point to the second point

are displayed.

4. Do one of the following:

–To return to the PT input screen, press [ESC].

–To return to the Cogo menu, press [ENT].

–To change the contents of the result screen,

press [DSP].

Gd Grade (HD/VD)

V% 100/Gd

rSD Slope distance PT1 to PT2

Trimble TS635 Construction Total Station User Guide 73

Applications 4

3Pt Angle

If you choose 3Pt Angle, the TS635 Construction Total

Station calculates the angle between two lines defined

by three points.

To calculate a 3Pt angle:

1. Press [2] or select 3Pt Angle from the Inverse

menu.

P1 is the base point. Two lines are to be defined

by P2 and P3, both from P1.

2. Enter the P1 point name. Alternatively, use the

MSR softkey to take a measurement to the point.

3. Enter the second point (P2) to define the

baseline, P1–P2. The angle (dHA) is measured

from the baseline.

4. Enter the third point (P3) to define the second

line, P1–P3.

When you press the MSR softkey, a temporary

measuring screen appears. Sight the target and

press [MSR1] or [MSR2] to take a measurement.

After the measurement, a recording point screen

appears. To store the measured point, enter the

PT, HT, and CD values and press [ENT]. To use the

point without recording it, press [ESC].

When you have entered three points, the

instrument calculates the angle and distances.

5. Do one of the following:

–To return to the Inverse menu, press [ENT].

–To return to the Input BasePt screen, press

[ESC].

4 Applications

74 Trimble TS635 Construction Total Station User Guide

Input

Choose this option from the Cogo menu to calculate and manually input coordinates.

To enter the Input menu, press [2] or select Input from

the Cogo menu. There are three functions in this menu

for recording new coordinate points.

Azimuth+HD input

To calculate a coordinate by an angle and distance

input from the base point (P1), press [1] or select HA+HD

from the Input menu.

Enter the base point, P1. Type the point name and press

[ENT].

Enter the azimuth, horizontal distance, and vertical

distance. Then press [ENT].

For example, to enter 123°45'45", type 123.4545 and then

press [ENT].

If you do not enter a value in the dVD field, the value

0.0000 is used.

A recording point screen with the calculated

coordinates appears. The PT field defaults to the last

recorded point + 1.

Press [ENT] to store the point.

Traverse

To calculate a new point based on two defined points

and the angle, horizontal and vertical distances from

the line defined by those two points, use the Traverse

(2Pt Angle) function.

Press [2] or select Traverse in the Input menu.

Trimble TS635 Construction Total Station User Guide 75

Applications 4

To enter P1 and P2, enter point names or take

measurements to targets.

Enter the plus-minus angle, horizontal distance, and

vertical distance from the baseline defined by P1–P2.

If you do not enter a value in the dVD field, the value

0.0000 is used.

When you press [ENT] in the dVD field, a new point is

calculated. The name in the PT field defaults to the last

recorded point, + 1.

To record the new point and return to the point input

screen, press [ENT].

P1 (the base point) defaults to the previously recorded

point value. P2 defaults to the previous P1 value.

BTip – To continuously calculate a new point, enter +Ang, HD, and dVD from the previous

bearing line. This is a convenient way to enter Traverse points.

Entering coordinates

To manually enter the XYZ coordinates, press [3] or

select Input XYZ from the Input menu.

The PT name defaults to the last recorded PT + 1.

Enter the coordinates using the numeric keys. To move

to the next field, press [ENT] or [v] in a field.

To store the point as an MP record and return to the

point input screen, press [ENT] in the Z field. The default

PT is incremented to the next value.

You can record NE, NEZ, or Z-only data.

4 Applications

76 Trimble TS635 Construction Total Station User Guide

Area & Perm

Choose this option from the Cogo menu to calculate area and perimeter.

Press [3] or select Area & Perim in the Cogo menu.

To take a measurement, enter the first point and press

[ENT], or select the MSR softkey.

In the upper right corner of the screen, a counter

indicates how many points you have entered.

To input point numbers consecutively, use the Fr/To

softkey. See also Advanced feature: Entering a range of

points, page 76.

If you enter a new point name, you can enter new

coordinates and record the point. If you do not want to

record the point, press [ENT] without entering a value in

the PT field. An XY coordinate input screen appears.

Continue to enter points until you have defined all the

points in the lot. Then, press [v] to calculate the area and

perimeter.

The first and last points that you enter are joined to

close the area. You must enter the points in the order in

which they define the lot. You can enter up to 99 points.

Press [ENT] to exit from the function, or press [ESC] to

return to the previous screens one by one.

Advanced feature: Entering a range of points

To quickly enter a sequential range of points, use the

range input function. To access this function, select the

Fr/To softkey in the No. 01 or No. 02 input screens.

Enter the start point name in the Fr field and the end

point name in the To field. You can include letters and

hyphens in the point names, but the last character must

be numeric.

Trimble TS635 Construction Total Station User Guide 77

Applications 4

To start searching for matching points, press [ENT] in the

To field. The counter shows the number of matching

points found.

When the search is complete, you are returned to the

Input PT screen.

Select the Calc softkey to calculate the area and

perimeter, or enter point names in the PT field.

Press [ESC] to return to the Input PT screen where the

preceding point name appears.

Note – If you search for a point when a control job is specified, and the system cannot find

the point in the current job, the control job is also searched. If the point is found in the

control job, it is copied to the current job as a UP record. See also Setting the control job,

page 89.

Down+Out

Choose this option from the Cogo menu to calculate coordinates from Down and Out.

Press [4] or select Down & Out in the Cogo menu.

Enter the base point (P1).

Specify the azimuth bearing. To do this, enter a value in

the HA or P2 field. P2 is a second point on the line.

Enter the horizontal distance along the baseline (Dwn), the horizontal distance

perpendicular to the line (Out), and the vertical distance (dVD).

4 Applications

78 Trimble TS635 Construction Total Station User Guide

A negative value in the Dwn field means the opposite direction along the defined

bearing line.

A negative value in the Out field is for the left-hand side of the bearing line.

To calculate the coordinates of the point (PM), press

[ENT] in the dVD field. You can change the Z coordinate

here.

To record the point, press [ENT] in the CD field.

The coordinates are stored as a CC record.

Intersection

Choose this option from the Cogo menu to calculate coordinates using intersection

functions.

Press [5] or select Intersection in the Cogo menu.

The Intersection menu appears. It has four functions for

calculating coordinates.

Out(-)

Dwn(-)

Out(+)

Dwn(+)

Trimble TS635 Construction Total Station User Guide 79

Applications 4

Calculating a bearing-bearing intersection

A bearing-bearing intersection is the intersection point

of two lines. To calculate a bearing-bearing intersection:

1. Press [1] or select Brng-Brng in the Intersection

menu.

2. Enter the first point name and press [ENT].

Alternatively, to measure directly to the point,

select the MSR softkey.

3. Define the first line by azimuth.

4. To define the line by two points, select the Pts

softkey. The Fr field defaults to the P1 point, but

you can change the selected point. In the To field,

enter or measure to the second point.

See also Advanced feature: Entering angle and

distance offsets, page 82.

5. Do one of the following:

–To return to the previous screen, press [ENT]. The calculated value appears in

the HA field.

–To go to the next screen, press [ENT].

6. Define the second line by two points or by P2 and

HA.

7. To calculate the coordinates of the intersection

point, press [ENT] in the HA field.

The calculated coordinates are displayed. You

can input a Z coordinate if necessary.

8. Enter a value in the PT field and in the CD field.

9. To record the point, press [ENT].

4 Applications

80 Trimble TS635 Construction Total Station User Guide

Calculating a bearing-distance intersection

1. Press [2] or select Brng-Dist in the Intersection

menu.

Brng-Dist calculates the intersection point

formed by one line and one distance (radius).

2. Enter a point on the line.

The line can be defined by two points or by a

point and an azimuth.

3. Enter the second point (P2) as the center of the

circle.

4. Enter the distance from P2:

–To define the distance (HD) by two points,

select the Pts softkey.

–To calculate the coordinates of the

intersection point, press [ENT] in the HD field.

5. If there are two results, the first solution appears

graphically relative to the P1–P2 line. To display

the second solution, press [<] or [>].

6. To record the point, press [ENT] when the required

solution appears.

7. Enter a Z coordinate if necessary.

8. To move to the PT and CD fields, press [ENT].

Trimble TS635 Construction Total Station User Guide 81

Applications 4

Calculating a distance-distance intersection

1. Press [3] or select Dist-Dist in the Intersection menu.

2. Enter the first point name and press [ENT], or

select the MSR softkey to measure directly to the

point.

3. Enter the distance from P1 and press [ENT].

4. To define the distance (HD) by two points, select

the Pts softkey.

5. Enter P2 and the distance from P2 (HD).

6. To calculate the coordinates of the intersection

point, press [ENT] in the HD field.

7. Press [<] or [>] to display the second solution.

8. To record the point, press [ENT] when the required

solution appears.

9. Enter a Z coordinate if necessary.

10. Press [ENT] to move to the PT and CD fields.

Calculating a point-line intersection

1. Press [4] or select Pt-Line in the Intersection menu.

2. Enter the first point name and press [ENT], or

select the MSR softkey to measure directly to the

point.

3. Enter the azimuth, or select the Pts softkey to

enter another point name on the line.

4 Applications

82 Trimble TS635 Construction Total Station User Guide

4. Enter the perpendicular point to the line, or

select the MSR softkey to take a measurement to

the point.

5. To calculate the coordinates of the intersection

point, press [ENT].

If P1 and P2 are 3D points, the Z coordinate of the

perpendicular point is calculated relative to the

P1–P2 slope.

6. Enter PT and CD then press [ENT] to record the

point.

Advanced feature: Entering angle and distance offsets

To display the offset input screen, select the O/S

softkey.

In the Ang field, enter a positive value to rotate the line

clockwise. Enter a negative value to rotate the line

counter clockwise.

In the O/S field, enter a positive value to specify an offset to the right. Enter a negative

value to specify an offset to the left.

Trimble TS635 Construction Total Station User Guide 83

Applications 4

Recording measurement data

To record points from any observation screen, press

[ENT].

PT defaults to the last recorded PT, + 1.

You can enter the PT name from the point list or the

point stack. See Entering a point from the point list,

page 49, and Entering a point from the point stack,

page 49.

To record the point, press [ENT] on the last field.

If HA or VA is moved after you take a measurement, but before you press [ENT], the

recalculated coordinates will be stored.

If the point name that you want to record already exists

in the job, an error message appears. Depending on the

type of existing record, you can overwrite the old record

with the new data. See Recording data, page 125.

If you do not need to record data, press [MENU] and set

Settings / Rec to OFF.

The default setting is OFF.

Switching between display screens

Press [DSP] to switch between display screens. See the [DSP] button, page 40. Each time

you press [DSP], the next screen appears. When you press [DSP] in the final screen, the

first screen appears.

The following line display screens are available.

LINE1 LINE2 LINE3 LINE4

dOWN

OUT

4 Applications

84 Trimble TS635 Construction Total Station User Guide

The LINE5 screen is available only if the secondary distance unit is set. See also Other

settings, page 94.

The following arc display screens are available.

The ARC5 screen is available only if the secondary distance unit is set. See also Other

settings, page 94.

The following plane display screens are available.

LINE5

ARC1 ARC2 ARC3 ARC4

DWN

OUT

ARC5

PLN1 PLN2 PLN3

DWN

CHAPTER

Trimble TS635 Construction Total Station User Guide 85

Menu Screen 5

In this chapter:

QJob

QSettings (basic job settings)

QData

QCommunication

Q1sec-Key

QCalibration

QTime

Use the MENU screen to access functions and

settings.

To display the MENU screen, press the [MENU] key.

5 Menu Screen

86 Trimble TS635 Construction Total Station User Guide

Job

Use the Job option to open, create, delete, and manage

jobs.

To open the Job Manager, press [1] or select Job from

the MENU screen.

If jobs are stored on the TS635 construction total

station, the job list appears. It shows all the stored jobs

with the newest job at the top of the list. See Opening

an existing job, page 86.

If no jobs are stored, the Create Job screen appears. See Creating a new job, page 86.

Opening an existing job

The job list shows all the jobs stored on the instrument,

in descending date order.

The following symbols provide extra information about

jobs:

Press [^] to move up or [v] to move down the job list. Press [ENT] to open the highlighted

job.

When you open a job, all job settings are automatically changed to match those used in

the open job.

Creating a new job

1. Select the Creat softkey in the job list.

2. Enter a job name of up to eight characters. Select

[ENT].

3. Do one of the following:

Symbol Meaning

* Current job

@ Control job

! Some of the job settings are different from the current job

Trimble TS635 Construction Total Station User Guide 87

Menu Screen 5

–To check the job settings, select the Sett

softkey.

–To create a new job using the current job

settings, press [ENT] or select the OK softkey.

Job settings

Job settings are separate from other temporary settings.

Job settings are established when a job is created, and cannot be changed. This ensures

that the data in a job is correctly stored in the database, and that all necessary

corrections are applied when you store each record.

To move between fields, press [^] or [v]. Alternatively, to move to the next field, press [ENT].

To change the setting in the selected field, press [<] or [>].

To confirm the job settings and create the job, press [ENT] in the last field.

Screen 1

Screen 2

Scale Factor 0.999600 to 1.000400

T-P correction ON / OFF

Sea Level ON / OFF

C&R correction OFF / 0.132 / 0.200

Angle unit DEG / GON /MIL

Distance unit Metre / US-Ft / I-Ft

Temp unit °C / °F

Press unit hPa / mmHg / inHg

5 Menu Screen

88 Trimble TS635 Construction Total Station User Guide

Screen 3

If you select US–Ft or I–Ft, an additional settings

screen appears. Use this screen to specify whether to

display values in Decimal–Ft or Ft–Inch.

Deleting a job

Note – There is no undelete function in Job Manager. Before you press [ENT] or select DEL,

make sure that the selected job is the one that you want to delete.

1. In the job list, highlight the job to delete.

2. Select the DEL softkey. A confirmation screen

appears.

3. Do one of the following:

–To delete the selected job, press [ENT] or

select the DEL softkey.

–To cancel the deletion and return to the

previous screen, press [ESC] or select the

Abrt softkey.

After you delete a job, the job list appears.

VA zero Zenith / Horizon

Order NEZ / ENZ

Trimble TS635 Construction Total Station User Guide 89

Menu Screen 5

Setting the control job

A control job has the same format as a standard job. You can open and modify it like

any other job, and you can use it to record any measured data.

To set the control job:

1. Highlight the job that you want to use as the

control job.

2. Select the Ctrl softkey.

A confirmation screen appears.

3. Do one of the following:

–To set the selected job as the control job,

press [ENT] or select the Yes softkey.

–To cancel the process, press [ESC] or select

the No softkey.

If a control job is already assigned, the newly

assigned control job replaces it as the control job.

To clear the selected control job, highlight the

current control job in the job list and select the

Ctrl softkey. Then press [ENT] or select the Yes

softkey.

Displaying job information

To display job information, highlight the job name and

then select the Info softkey.

The Information screen shows the number of records in

the job, the free space, and the date when the job was

created. Free space indicates how many points can be

stored in the job.

To return to the job list, press any button.

5 Menu Screen

90 Trimble TS635 Construction Total Station User Guide

Settings (basic job settings)

Use the Settings menu to configure the basic job

settings.

Press [2] or select Settings on the MENU screen.

Some job settings, as identified in the following

sections, cannot be changed once a job is created. If

you attempt to change any of these settings while a job

is open, a confirmation screen appears, asking you to

create a new job with the new settings, or to work with

the new settings without recording any data. See

Settings, page 126.

Angle

To change the angles, press [1] or select Angle in the

Settings menu.

The VA zero job setting cannot be changed once a job is created.

Distance

These settings cannot be changed once a job is created.

To change the distance, press [2] or select Distance in the Settings menu.

VA zero Zenith / Horizon

Resolution 1" / 5" / 10"

0.2/ 1/ 2mgon

0.005 / 0.02 / 0.05 mil

Scale Numeric value between 0.999600 and

1.000400

T-P corr ON / OFF

Sea Level ON / OFF

C&R corr OFF / 0.132 / 0.200

Trimble TS635 Construction Total Station User Guide 91

Menu Screen 5

Temperature and pressure corrections

Sea-level corrections

SD Slope dist. (before adj.)

SD' Slope dist. (after adj.)

K Compensation coefficient

P Pressure (hPa)

T Temperature (°C)

HD Horizontal dist. (before adj.)

HD' Horizontal dist. (after adj.)

ZSTN Instrument-Z

Re6370 km

K 275

106 P 10000.0

13.5951 980.665

---------------------------------------------

©¹

§·

××

273 T

---------------------------------------------------------------------------

–=

SD' 1 K

1000000

---------------------

©¹

§·

HD' HD Re

ReZSTN

------------------------=

5 Menu Screen

92 Trimble TS635 Construction Total Station User Guide

Curvature and refraction corrections

Because the surface of the earth is curved, the vertical difference (VD and Z) at the

measurement point, as referenced to the horizontal plane, inevitably includes some

error. This error is called curvature error. Also, because the density of the air

surrounding the earth decreases with altitude, light is refracted at different rates at

different altitudes. The error caused by this change in refraction is called refraction

error.

HD Horizontal dist. (before adj.)

HD' Horizontal dist. (after adj.)

VD Vertical dist. (before adj.)

VD' Vertical dist. (after adj.)

SD Slope dist

VA Vertical angle

Re6370 km

k C&R constant (0.132 or 0.200)

Curvature error (A A')Refraction error (A A1')

PA'Horizontal

direction

A1'

HD' HD SD22VA()sin

2Re

----------------------------------- 1k

---–

©¹

§·

–=

VD' VD HD2

2Re

-----------1k–()+=

Trimble TS635 Construction Total Station User Guide 93

Menu Screen 5

Coordinate

Press [3] or select Coord. in the Settings menu. The Coordinate menu appears.

The Order and AZ job settings cannot be changed once a job is created.

Communications

Press [4] or select Comm. in the Settings menu. The Communication menu appears.

See also Appendix B, Transferring Coordinate Data.

Unit

Note – The Angle, Distance, Temp, and Press job settings cannot be changed once a job is

created.

Press [5] or select Unit in the Settings menu. The Unit menu appears.

Order NEZ / ENZ

Label XYZ / YXZ / NEZ(ENZ)

Ext.Comm NIKON / SET

Port Serial/Bluetooth

Baud (bps) 1200 / 2400 / 4800 / 9600 / 19200 /

38400

Length 7 / 8

Parity EVEN / ODD / NONE

Stop bit 1 / 2

Angle DEG (Degree)

GON (GON)

MIL (Mil6400)

Distance Meter

US-Ft

I-F

Temp °C (Celsius)

°F (Fahrenheit)

Pressure hPa

mmHg

inHg

5 Menu Screen

94 Trimble TS635 Construction Total Station User Guide

If you select US-Ft or I-Ft, an additional settings screen

appears. Use this screen to specify whether to display

values in Decimal-Ft or Ft-Inch.

Power saving

To open the Power Save menu, press [4] or select PwrSave in the Settings menu.

Recording

Press [7] or select Rec in the Settings menu. The Rec Menu appears.

•If you need to record coordinate data from your observations, set the Rec Data

field to ON.

•If you would like to record a feature code when you record coordinate data, set

the CD field to ON. The CD field appears in the Recording PT screen.

•This field sets the default point number for the observed coordinate data when

you select Layout / XYZ.

Other settings

Press [8] or select Other in the Settings menu. The Others menu appears.

Main unit OFF / 5 min / 10 min / 30 min .

Sleep OFF / 1 min / 3 min / 5 min

Rec Data ON / OFF

CD field ON / OFF

Add const Integer between 1 and 999,999

XYZ disp Fast / Normal / Slow / +ENT

2nd Unit None / Meter / US-Ft / I-Ft

CD Input 123 / ABC

Language English / French / German / Italian /

Dutch

Owner’s Detail Up to 20 characters

Trimble TS635 Construction Total Station User Guide 95

Menu Screen 5

XYZ disp defines the speed to move to the next screen after showing XYZ of the input

point.

When the secondary unit is set to a unit, an extra display screen is available in the

BMS, layout observation screens, and L–O from line screens. The extra screen shows

the HD, VD, and SD in the secondary unit.

If you select US-Ft or I-Ft, an additional settings screen

appears. Use this screen to specify whether to display

values in Decimal-Ft or Ft-Inch.

The CD Input field sets the default input mode when a

CD field appears.

In the Language field, use [<] / [>] to open the language

screen and [v] / [^] to select the required language. Press

[ENT] to confirm. In the Reboot confirmation screen,

press [ENT] to restart the instrument. The instrument

reboots and shows the start-up screen in the selected

language. Then a regional setting screen appears, in

which you can quickly configure the instrument to a

pre-set combination of the default regional settings. See

Regional configuration, page 45.

The Owner’s Detail field allows you to enter your name

or the name of your company. If you enter a value in this

field, it appears when you start the TS635 construction

total station.

Data

Use the Data menu to view or edit records. To access it,

press [3] on the MENU screen.

Viewing coordinate data

Coordinate data appears in a list, with the newest

record at the bottom of the screen. Use [^] or [v] to scroll

through the records. Use [<] or [>] to move up or down

one page.

Press [ENT] to see more detailed information about the

selected record.

5 Menu Screen

96 Trimble TS635 Construction Total Station User Guide

The header (XYZ, YXZ, NEZ, or ENZ) depends on the Coord. Label setting, which is

accessed by pressing [MENU] and then selecting Settings / Coord. See also

Coordinate, page 93.

UP, MP, CC, SS, and SO records

All coordinate records contain PT, CD, X, Y, and Z fields.

•UP records are uploaded point coordinates.

•MP records are manually input point coordinates.

•CC records are points calculated in Cogo.

•SS records are sideshot records stored in the BMS.

•SO records are stored in layout functions.

Deleting coordinate records

1. In the XYZ screen, use [^] or [v] to highlight the

record that you want to delete. Then select the

DEL softkey.

2. A confirmation screen appears.

a. To delete the selected record, press [ENT] or

select the Yes softkey.

b. To cancel the deletion of data, press [ESC] or

select the No softkey.

Alternatively, delete coordinate data by selecting

the DEL softkey in the detailed display screen for

the record.

If the record that you want to delete is referred by

any station record, a confirmation message

appears.

Editing coordinate records

You can edit point, CD, and coordinate values in coordinate records. However, you

cannot edit the coordinate record for the current station.

Trimble TS635 Construction Total Station User Guide 97

Menu Screen 5

1. Do one of the following:

–In the XYZ screen, use [^] or [v] to highlight

the record to edit. Then select the Edit

softkey.

–In the detailed data screen, select the Edit

softkey.

2. Use [^] or [v] to highlight a field. Then modify the value in the selected field.

3. When you have finished editing, press [ENT] in the CD field.

A confirmation screen appears.

4. Do one of the following:

–To accept the changes and return to the data view screen, press [ENT] or

select the Yes softkey.

–To go back to the edit screen, press [ESC] or select the No softkey.

Searching coordinate records

You can search for records by their type, point name, code, or by any combination of

these values.

In the XYZ screen, select the Srch softkey to access the

XYZ data search function.

To search for a record by point name, enter the point

name in the PT field and press [ENT] twice.

You can use the asterisk (*) as a wildcard. For example,

when you enter 500* in the PT field, the search matches the points named 500, 500-1,

500-A, and 5000.

To search for a record by point type, move to the Type

field and use [<] or [>] to change the selected point type.

The options are ALL, MP, UP, CC, and RE.

•If more than one point matches the search

criteria, the matching points are displayed in a

list.

Use [^] or [v] to highlight the required point. Press [ENT] to select it.

Detailed data for the selected record appears. Select the DSP softkey to change the

fields shown.

Press [ESC] to return to the list.

5 Menu Screen

98 Trimble TS635 Construction Total Station User Guide

•If no point matches the specified criteria, an

error screen appears. Press any button to return

to the data screen.

Entering coordinates

In the XYZ screen, select the Input softkey. A new

input point screen appears.

The PT field defaults to the last recorded PT + 1, but

you can change the value shown.

Enter the PT and CD and then press [ENT] to enter

coordinates.

Use the numeric keys to enter the coordinates. Press [ENT] or [v] in each field to move to

the next field.

When you press [ENT] in the CD field, the point is stored as an MP record.

After you have recording a point, the next point input

screen is shown with the updated default PT.

You can record NE, NEZ, or Z-only data.

Trimble TS635 Construction Total Station User Guide 99

Menu Screen 5

Communication

Use the Communication menu to download or upload

data. To access it, press [4] or select Comm. on the

MENU screen.

Downloading coordinate data

To change the download settings, press [1] or select Download in the Communication

menu.

To display the total number of records that will be downloaded, press [ENT] in the Data

field.

As each record in the current job is output from the

TS635 construction total station, the current line

number is updated.

Once transferring is completed, you can choose

whether to delete the current job:

•To delete the current job, press [4].

•To return to the Basic Measurement Screen (BMS) without deleting the current

job, press [ESC] or select the Abrt softkey.

Uploading coordinate data

To upload coordinate data from a computer, press [2] or

select Upload XYZ in the Communication menu.

The default data format appears.

To change the order of data fields, select the Edit

softkey. See also Advanced feature: Editing the data

order for upload, page 100.

Otherwise, press [ENT].

Select the Job softkey to go to the Job Manager screen. See also Job, page 86.

Format NIKON (Fixed)

Data Coordinate (all)

Coordinate (layout records only)

5 Menu Screen

100 Trimble TS635 Construction Total Station User Guide

To change the communication settings, select the Comm

softkey. The serial port settings must match the settings

used by the terminal software on the computer.

Use an RS-232C cable to connect the TS635

construction total station to the computer. In the

terminal program, set flow control to Xon/Xoff.

The Free space field shows the number of points that

can still be stored on the TS635 construction total

station.

Press [ENT] to put the TS635 construction total station in receive mode. On the

computer, choose the Send Text File command in the terminal program to start

sending data.

As each point is received by the instrument, the value in the Records field is

incremented.

If you press [ESC] during data upload, the upload is canceled and the display returns to

the Communication menu. Records that were received before you pressed [ESC] are

stored in the job.

During upload, the system will truncate any code that is longer than 16 characters.

If the existing point is a UP, CC, or MP record, and it is not referred to by any station or

backsight, it is automatically overwritten by the uploaded point. No error message

appears.

Advanced feature: Editing the data order for upload

1. Select the Edit softkey. The Data Fields screen

appears.

2. To move between the fields, press [<] or [>].

3. To change the selected item in a field, use the

and softkeys. The options are PT, N, E, Z, CD,

or blank.

4. To save your changes and return to the previous screen, select the Save softkey.

For example, if your original data is as follows:

1, 30.000, 20.000, L1

and you set the data fields to PT N E CD, then the uploaded data is:

PT=1, N=30.000, E=20.000, CD=L1

For more information about coordinate data, see Transferring coordinate data to the

total station, page 118.

Trimble TS635 Construction Total Station User Guide 101

Menu Screen 5

Uploading coordinates without points

You can upload data without points. If you do not include a point in the format

definition, each line of data is automatically assigned the next available point number.

To help you to select points in the field, make sure that you store an identifier in the CD

field.

The data format cannot include duplicate items. Use PT, N, E, Z, and CD once each in

the data format.

To skip an item in your original file, set the corresponding field to blank.

1sec-Key

Use the 1sec-Key menu to configure the settings for the one-second buttons, [MSR1],

[MSR2], and [DSP].

To access it, press [5] or select 1sec-Keys in the

MENU screen.

[MSR] button settings

There are two [MSR] buttons:

•To change the settings for the [MSR1] button, press [1] or select MSR1.

•To change the settings for the [MSR2] button, press [2] or select MSR2.

Each [MSR] button has four settings.

In the Const and Track field, use the numeric keys to

enter values. In the other fields, use [<] or [>] to change

the settings.

BTip – To quickly access the settings screen, hold down [MSR1] or [MSR2] for one second.

[DSP] button settings

To change the display items in the BMS and in Layout

observation screens, press [2] or select [DSP] in the

1sec-Keys menu.

To move the cursor, use [<], [>], [^] or [v]. To change the

display item, press either the softkey or the softkey.

To save the changes, press [ENT] from the last line of

<DSP3> or select the Save softkey.

5 Menu Screen

102 Trimble TS635 Construction Total Station User Guide

BTip – To quickly access the DSP settings screen, hold down [DSP] for one second.

Calibration

Use the Calibration screen to calibrate the instrument if

required. To access the Calibration screen, press [6] or

select Calibrat from the MENU screen.

See also Adjusting the calibration, page 106.

Time

Use the Date & Time screen to set the current date and

time.

1. Press [7] or select Time on the MENU screen. The

Date & Time screen appears.

The current date and time settings are displayed.

2. Enter the date in Year-Month-Day format. For example, to change the date to

August 15, 2006 press [2] [0] [0] [6] [ENT] [8] [ENT] [1] [5] [ENT].

If the highlighted part of the field ( for example, the year) is already correct, press

[ENT] to use the current value. For example, if the date is already set to August 20,

2006, and you want to change the date to August 25, 2006, press [ENT] [ENT] [2] [5]

[ENT].

3. To move to the Time field, press [ENT] from the

Date field:

4. Enter the time in 24-hour format. For example, to

set the time to 4:35 PM, press [1] [6] [ENT] [3] [5] [ENT].

5. Do one of the following:

–To finish setting the date and time, press [ENT] in the Minutes field.

–To cancel the changes, press [ESC].

CHAPTER

Trimble TS635 Construction Total Station User Guide 103

Checking and Adjusting 6

In this chapter:

QAdjusting the electronic level

QChecking and adjusting the

circular level

QZero point errors of vertical scale

and horizontal angle corrections

QThe instrument constant

QChecking and adjusting the laser

pointer

This chapter describes how to check the

accuracy of the TS635 construction total station,

and if necessary, adjust the required settings.

6 Checking and Adjusting

104 Trimble TS635 Construction Total Station User Guide

Adjusting the electronic level

To adjust the electronic level, Zero point errors of vertical scale and horizontal angle

corrections are used. See page 105.

Checking and adjusting the circular level

Once you have checked and adjusted the

electronic level, check the circular level.

If the bubble is not in the center of the level,

use the adjusting pin to rotate the three

adjustment screws of either circular level on

the instrument main body or tribrach until the

bubble is centered.

Checking and adjusting the optical/laser plummet

The optical axis of the plummet must be aligned with the vertical axis of the

instrument.

To check and adjust the optical/laser plummet:

1. Place the instrument on the tripod. You do not have to level the instrument.

2. Place a thick sheet of paper marked with an

X on the ground below the instrument.

3. Do the following:

–Look through the optical plummet and

then adjust the leveling screws until the

image of the X is in the center of the

reticle mark .

–For the laser plummet, adjust the laser

pointer to the X.

4. Rotate the alidade by 180°.

–If the marked image is in the same

position in the center of the reticle

mark, no adjustment is required.

For the laser plummet, if the laser pointer is on the

X, no adjustment is required.

Trimble TS635 Construction Total Station User Guide 105

Checking and Adjusting 6

5. If the image or laser pointer is not in the

same position, adjust the optical or laser

plummet:

a. Use the supplied hexagonal wrench to

turn the adjustment screws until the

image of the X is in Position P. Position

P is the center point of the line

connecting the X and the center of the

reticle mark .

b. Repeat from Step 2. For laser plummet

adjustment, you must remove a cap.

Zero point errors of vertical scale and horizontal angle

corrections

Checking the calibration

1. Set up the instrument on the tripod.

2. Follow the leveling procedures described in Leveling the instrument, page 28.

3. Flip the telescope to the Face-1 position. The display and tangent screws are

facing towards you.

4. Sight a target that is within 45° of the horizontal plane.

5. Read the vertical angle from the VA1 field in the Basic Measurement Screen

(BMS).

6. Rotate the instrument 180° and flip the telescope to the Face-2 position. The

display and tangent screws are turned away from you.

7. Read the vertical angle from the VA2 field.

8. Add the two vertical angles together, VA1 + VA2.

–No adjustment is required if the zero reference for vertical angles (VA zero

setting) is set to Zenith, and VA1 + VA2 equals 360°.

–No adjustment is required if the zero reference for vertical angles (VA zero

setting) is set to Horizon, and VA1 + VA2 is either 180° or 540°.

–An adjustment is required if VA1 + VA2 is not one of the values listed above.

Note – The difference between the vertical angle reading the relevant angle (either 360° for

Zenith, or 180° or 540° for Horizon) is called the altitude constant.

6 Checking and Adjusting

106 Trimble TS635 Construction Total Station User Guide

Adjusting the calibration

1. Press [MENU] and [6]. The calibration screen

appears.

2. Take an F1 measurement to a target on the

horizon. Press [ENT].

The calibration fields for F1 are:

The vertical angle is shown in the V0 dir= Horiz setting.

When you have taken the measurement, the message on the bottom line

changes from DO NOT TOUCH! to Turn to F2.

3. Take an F2 measurement to the same target. Press [ENT].

The TS635 construction total station has horizontal and vertical axis

adjustment:

When the observation on F2 is completed, four

parameters are displayed.

4. Do one of the following:

–To return to the first observation screen,

press [ESC] or select the Redo softkey.

–To set parameters on the instrument, press

[ENT] or select the OK softkey.

5. If ACV, ACH, or Tilt is out of range, OVER

appears. Press any key to return to the first

observation screen.

X1 Face-1 X-axis tilt value

Y1 Face-1 Y-axis tilt value

VA1 Face-1 vertical angle (tilt-off value)

HA1 Face-1 horizontal angle (tilt-off

value)

X2 Face-2 X-axis tilt value

Y2 Face-2 Y-axis tilt value

VA2 Face-2 vertical angle (tilt-off value)

HA2 Face-2 horizontal angle (tilt-off

value)

Trimble TS635 Construction Total Station User Guide 107

Checking and Adjusting 6

The instrument constant

The instrument constant is a numerical value used to automatically correct for the

displacement between the mechanical and electrical centers when measuring

distances. The instrument constant is set at the factory. However, to ensure the highest

operational accuracy, we recommend that you check the instrument constant several

times a year.

The following figure shows the setup to check the instrument constant.

To check the instrument constant, either compare a correctly measured base line with

the distance measured by the EDM, or carry out the following procedure.

1. Set up the instrument at Point P, in as flat an area as possible.

2. Set up a reflector prism at Point Q, 100 m away from Point P. Make sure that you

take the prism constant into account.

3. Measure the distance between Point P and Point Q (PQ).

4. Install a reflector prism on the tripod at Point P.

5. Set up another tripod at Point R, on the line between Point P and Point Q.

6. Transfer the TS635 construction total station to the tripod at Point R.

7. Measure the distance from Point R to Point P (RP), and the distance from Point

R to Point Q (RQ).

8. Calculate the difference between the value of PQ and the value of RP + RQ.

9. Move the TS635 construction total station to other points on the line between

Point P and Point Q.

10. Repeat Step 5 through Step 9 several times.

11. Calculate the average of all the differences.

The error range is within 3 mm. If the error is out of range, contact your dealer.

About 100 m

PRQ

6 Checking and Adjusting

108 Trimble TS635 Construction Total Station User Guide

Checking and adjusting the laser pointer

The TS635 construction total station uses a red laser beam to measure and as a laser

pointer. The laser pointer is coaxial with the line of sight of the telescope. If the

instrument is well adjusted, the red laser pointer coincides with the line of sight.

External influences such as shock or large temperature fluctuations can displace the

red laser pointer relative to the line of sight.

APPENDIX

Trimble TS635 Construction Total Station User Guide 109

Specifications A

In this chapter:

QMeasurement range

QDistance precision

QMeasurement intervals

QAngle measurement

QTilt sensor

QTangent screws

QTribrach

QLevel

QDisplay and keypad

QConnections in the base of

instrument

QBattery pack

QEnvironmental performance

QDimensions

QWeight

QStandard components

QExternal device connector

This appendix details the specifications and

standard components of the TS635 construction

total station. It also describes the connector that

is used to connect the instrument to an external

power source or to communicate with an

external device.

A Specifications

110 Trimble TS635 Construction Total Station User Guide

Main body

Telescope

Measurement range

Distances shorter than 1.5 m (4.92 ft) cannot be measured with this EDM.

Notes –

The target should not receive direct sunlight.

“Reference target” refers to a white, highly reflective material (KGC 90%).

In reflectorless mode, the maximum measurement range is 500 m (1,640 feet).

Tube length 125 mm (4.91 inch)

Magnification 30×

Effective diameter of objective 45 mm (1.77 inch)

EDM 50 mm (1.97 inch)

Image Erect

Field of view 1°20'

2.3 m at 100 m (2.3 ft at 100 ft)

Resolving power 3.0"

Focussing distance 1.5 m to infinity (59 inch to infinity)

Measurement range with no haze, visibility over 40 km (25 miles)

Prism mode

Reflector sheet (5 cm x 5 cm) 300 m (984 ft)

Standard prism (1P) 5,000 m (16,400 ft)

Reflectorless mode

Reference target 300 m (984 ft)

Trimble TS635 Construction Total Station User Guide 111

Specifications A

Distance precision

Measurement intervals

Measurement intervals may vary with the measuring distance or weather conditions;

At the initial measurement, it may take longer.

Precise mode

Prism mode ± (3 + 2 ppm × D) mm

–10 °C through +40 °C (+14 °F through +104 °F)

± (3 + 3 ppm × D) mm

(–20 °C through –10 °C), (+40 °C through +50 °C)

(–4 °F through +14 °F), (+104 °F through +122 °F)

Reflectorless mode ± (3 + 2 ppm × D) mm

–10 °C through +40 °C (+14 °F through +104 °F)

± (3 + 3 ppm × D) mm

(–20 °C to –10 °C), (+40 °C through +50 °C)

(–4 °F through +14 °F), (+104 °F through +122 °F)

Normal mode

Prism mode ± (10 + 5 ppm × D) mm

Reflectorless mode ± (10 + 5 ppm × D) mm

Precise mode

Prism mode 1.5 sec.

Reflectorless mode 1.8 sec.

Normal mode

Prism mode 0.8 sec.

Reflectorless mode 1.0 sec.

Prism offset correction –999 mm to +999 mm

(1 mm step)

A Specifications

112 Trimble TS635 Construction Total Station User Guide

Angle measurement

Tilt sensor

Tangent screws

Tribrach

Level

Optical plumment (Optional)

Reading system Absolute encoder

Diameterial reading on HA

Single reading on VA

360° 1"/5"/10"

400G 0.2 mgon / 1 mgon / 2 mgon

MIL6400 0.005 mil / 0.02 mil / 0.05 mil

DIN18723 accuracy 5"/ 1.5 mgon

Method Liquid-electric detection

Compensation range ±3°

Type Friction clutch endless fine motion

Type Detachable

Electronic level Displayed on the LCD

Circular level vial Sensitivity 10' / 2 mm

Image Erect

Magnification 3x

Field of view 5°

Focussing range 0.5 m (1.6 ft) to infinity

Trimble TS635 Construction Total Station User Guide 113

Specifications A

Laser plummet

Display and keypad

Connections in the base of instrument

Battery pack

Note – Tested at 25 °C (77 °F) (normal temperature). Operation times may vary depending

on the condition and deterioration of the battery.

Wave length 635 nm

Laser class Class 2

Focussing range

Laser diameter Approximately 2 mm

Display type Graphical LCD

Resolution 128 × 64

Display illumination Backlight

Keys 25

Communications

Type RS-232C

Maximum baud rate 38400 bps asynchronous

External power supply

input voltage

4.5 V through 5.2 V DC

Output voltage 3.8 V DC rechargeable

Continuous operation time

Continuous distance/angle

measurement

10 hours

Distance/angle measurement every

30 seconds

16 hours

Continuous angle measurement 30 hours

A Specifications

114 Trimble TS635 Construction Total Station User Guide

Environmental performance

Dimensions

Weight

Environmental protection

Standard components

•Instrument main body

•Battery pack (x 2)

•Universal charger, power cord, and adaptors

•Adjustment pin, Allen wrench

•The TS635 Construction Total Station User Guide (this document)

•Carry case

Operating temperature range –20 °C through +50 °C

(–4 °F through +122 °F)

Storage temperature range –25 °C through +60 °C

(–13 °F through +140 °F)

Main unit 149 mm W x 145 mm D x 306 mm H

(6.6 inch W x 6.8 inch D x 13.7 inch H)

Carry case 435 mm W x 206 mm D x 297 mm H

(18.5 inch W x 13.8 inch D x 9.1 inch H)

Main unit (without battery) Approximately 3.5 kg (7.7 lbs)

Battery Approximately 0.1 kg (0.22 lbs)

Carry case Approximately 2.4 kg (5.29 lbs)

Charger and AC adapter Approximately 0.4 kg (0.9 lbs)

Watertight/dust-proof protection IP66

Trimble TS635 Construction Total Station User Guide 115

Specifications A

External device connector

This connector can be used to connect to an external power source or to

communicate with an external device.

Before using the external device connector, make sure that the external device meets

the specifications below.

CCAUTION – Except when connected as shown in the System diagram, page 14, use of the

Hirose HR10A-7P-6P or HR10-7P-6P is at your own risk.

CCAUTION – Use only the male connectors specified above. Using other connectors will

damage the instrument.

The external device connector is a Hirose HR 10A-7R-6S female connector. The

pinouts for connecting the instrument to an external device connector are shown

below:

CCAUTION – Only use the pin connections shown above. Using other connections will

damage the instrument.

CCAUTION – The TS635 total station has different pin assignments from other Construction

total stations.

To connect to an external power source, supply power to Pin 4 (power terminal) and

Pin 5 (ground terminal) on the instrument. The instrument will use the external power

source even if the internal battery packs is attached.

CCAUTION – Make sure that the power supplied is within the rated input range (4.5 V to

5.2 V, 1 A maximum). Power supplied outside this range will damage the instrument.

Input voltage 4.5 V DC to 5.2 V DC

System RS-232C

Signal level ±9 V standard

Maximum baud rate 38400 bps asynchronous

Compatible male connector Hirose HR10A-7P-6P or HR10-7P-6P

Pin Signal Description

1 RxD Receive data (Input)

2 TxD Send data (Output)

3 NC No connection

4VPower

5 GND Ground

6 NC No connection

HRS

A Specifications

116 Trimble TS635 Construction Total Station User Guide

To communicate with an external device, connect the RS-232C signal from the

external device to Pin 1 (input terminal) and to Pin 2 (output terminal) on the

instrument.

Cap the data output/external power input connector securely when the instrument is

not in use. The instrument is not watertight if the cap is detached or not attached

securely, or when the data output/external power input connector is in use.

The instrument can be damaged by static electricity from the human body discharged

through the data output/external power input connector. Before handling the

instrument, touch any other conductive material once to remove static electricity.

APPENDIX

Trimble TS635 Construction Total Station User Guide 117

Transferring Coordinate Data B

In this chapter:

QTransferring coordinate data to

the total station

QTransferring coordinate data

from the total station

The TS635 construction total station uses lists of

coordinate data. This chapter describes how to

transfer data between the total station and the

office computer.

B Transferring Coordinate Data

118 Trimble TS635 Construction Total Station User Guide

Transferring coordinate data to the total station

Settings

To configure the transmission speed and other settings,

press [MENU] and then select Settings / Comm. See

also Communications, page 93.

Record format

You can transfer coordinate records to the TS635 construction total station in the

following formats:

PT ,X ,Y ,Z ,CD

PTXYZCD

PT ,X ,Y ,Z

PTXYZ

PT ,X ,Y ,,CD

PTXYCD

PT ,X ,Y ,,

PT ,X ,Y ,

PT ,,,Z ,CD

PT ,,,Z

Trimble TS635 Construction Total Station User Guide 119

Transferring Coordinate Data B

The formats use the following codes:

Data example

20100,6606.165,1639.383,30.762,RKBSS

20104,1165611.6800,116401.4200,00032.8080

20105 5967.677 1102.343 34.353 MANHOLE

20106 4567.889 2340.665 33.444 PT1

20107 5967.677 1102.343 34.353

20109,4657.778,2335.667,,PT2

20111,4657.778,2335.667

20113 4657.778 2335.667

20115,,,34.353,MANHOLE

20117,,,33.444

Transferring coordinate data from the total station

Settings

To configure the transmission speed and other settings,

press [MENU] and then select Settings / Comm. See

also Communications, page 93.

Data examples

Nikon coordinate data format

1,100.0000,200.0000,10.0000,

2,200.0000,300.0000,20.0000,

3,116.9239,216.9140,11.8425,TRAIN PLATFORM

4,126.6967,206.2596,11.2539,RAMP

11,100.0045,199.9958,10,0000,

13,116.9203,216.9113,11.7157,

14,126.6955,206.2579,10.9908,

21,100.0103,199.9958,10.0000,

31,100.0013,200.0005,10.0000,

41,100.0224,200.0331,9.9000,

43,116.9263,216,9165,11.8016,CURB

44,126.7042,206.2871,10.8193,DITCH

45,116.9266,216.9160,11.8028,

46,126.7046,206.2845,10.8213,CP POINT

Code Description Length

PT Point number Up to 20 digits

X Actual X coordinate Variable length

Y Actual Y coordinate Variable length

Z Actual Z coordinate Variable length

CD Feature code Up to 16 characters

B Transferring Coordinate Data

120 Trimble TS635 Construction Total Station User Guide

APPENDIX

Trimble TS635 Construction Total Station User Guide 121

Error Messages C

In this chapter:

QCogo

QCommunications

QData

QJob manager

QLayout

QPrograms

QRecording data

QSearching

QSettings

QStation setup

QSystem error

The appendix describes the error messages that

may appear when you use the TS635

construction total station.

C Error Messages

122 Trimble TS635 Construction Total Station User Guide

Cogo

NO Result

The system was unable to calculate an area because points were not entered in the

correct order.

Press any key to return to the Cogo menu. Then enter the points in the correct order.

Same Coordinate

The point or coordinate that you entered is identical to the previous input point.

Press any key to return to the point input screen. Then use a different point.

XY-coordinate is required

The input point does not have XY (NE) coordinates.

Press any key to return to the point input screen. Then enter a point that has X and

Ycoordinates.

Communications

If an error is detected while data is being transferred to the TS635 construction total

station, the total station stops the transfer and displays one of the following messages:

Check Data

There are errors in the data that is being transferred to the total station, such as an

alphabetic character in a coordinate field.

Press any key. Then check the specified line in the data.

DUPLICATE PT

CCAUTION – If the existing point is a UP, CC, or MP record, and the point is not referred to

by ST or BS, the existing point will be overwritten by the uploaded record. No error

message appears.

The uploaded data contains a duplicate PT.

Press any button. Then check the specified point in the data.

PT MAX20 chars

The uploaded data contains a PT with a name or number that is longer than 20 digits.

Press any button. Then check the specified line in the data.

XYZ OVERRANGE

The uploaded data contains a coordinate that is longer than 13 digits.

Press any button. Then check the specified line in the data.

Trimble TS635 Construction Total Station User Guide 123

Error Messages C

Data

Can't Edit XYZ from measurement

You have tried to change the coordinates of an SO, SS, or CP record. You cannot change

the coordinates of these records.

Press any button to return to the previous screen.

DELETE Stn-XYZ

You have tried to delete a coordinate record that the current ST or BS refers to. You

must confirm that you want to delete this record.

Job manager

Cannot Assign

You have tried to set the current job as the control file.

Press any button to return to the previous screen. Then select a different job.

Can't Create

There is no space available to create a job or record a point.

Press any button to return to the Job Manager. Then select the DEL softkey to delete

old jobs.

Existing Job

You have entered an existing job name for a new job.

Press any button and then change the name for the new job.

MAX 32Jobs

You are trying to create a new job when the maximum number of jobs (32) is already

stored.

Press any button to return to the Job Manager. Then select the DEL softkey to delete

old jobs.

To... Press...

delete XYZ the DEL softkey

return to the previous screen without deleting XYZ [ESC] or the Abrt softkey

C Error Messages

124 Trimble TS635 Construction Total Station User Guide

Layout

Input Error

The point name style used in the Fr field is not the same as the style used in the To

field. For example, the Fr field style is 1, and the To field style is A200.

Press any button to return to the Fr/To input screen. Then re-enter the point name,

using the same naming style in both fields.

NO Stn Setup

You did not perform a station setup or BS check before entering the Layout function.

CCAUTION – Selecting Continue does not resume the last ST record. You should only

use the Continue option if you are sure that the previous ST coordinates and the

current HA orientation are correct. Otherwise, records in the Stakeout function may not

be correct.

Programs

NO Stn Setup

CCAUTION – Selecting Continue does not resume the last ST record. You should only

use the Continue option if you are sure that the previous ST coordinates and the

current HA orientation are correct. Otherwise, records in the Programs function may

not be correct.

You did not perform a station setup or BS check before entering the Programs

function.

To... Press...

go to the Stn Setup menu [2] or select Stn Setup

return to the Basic Measurement

Screen (BMS)

[ESC]

go to the Stakeout menu [1] or select Continue

To... Press...

go to the Stn Setup menu [2] or select Stn Setup

return to the BMS [ESC]

go to the Programs menu [1] or select Continue

Trimble TS635 Construction Total Station User Guide 125

Error Messages C

Recording data

DATA FULL

The data storage is full.

Press any button to return to the Basic Measurement Screen (BMS). Then:

DUPLICATE PT

The input PT you are trying to record already exists in the current job. An existing

coordinate record cannot be overwritten by measured data.

Press any button to return to the point input screen. Change the setting in the PT field.

Duplicate PT

The input PT you are trying to record already exists in the current job as an SS, SO, or

CP record. An existing SS, SO, or CP record can be overwritten by measured data.

No Open Job

No job is open.

NO Stn Setup

There is no station record in the current job, or a station setup or BS check has not

been done since the program was rebooted.

To... Press...

delete unnecessary data [MENU] and select Data

delete jobs [MENU] and select Job

To... Press...

return to the PT input screen [ESC] or the Abrt softkey

record RAW data and update XYZ

data

the XYZ softkey

record RAW data only the RAW softkey

To... Press...

open the job list, if there are existing

jobs

[1] or select Select job

create a new job [2] or select Create job

return to the previous screen [ESC]

To... Press...

continue recording [1] or select Continue. If there is already an ST

record in the job, the message CO, Use

current orientation appears.

go to the Stn Setup menu [2] or select STN Setup

return to the previous screen [ESC]

C Error Messages

126 Trimble TS635 Construction Total Station User Guide

OVER RANGE

You are trying to record a coordinate with more than 13 digits.

Press any button to return to the previous screen. Then check the setting for the

current ST coordinate.

Searching

PT Not Found

There is no point that matches the criteria entered.

Press any button to return to the point input screen.

This message may appear in any function where the PT/CD is input, such as Station

Setup or Stakeout.

Settings

Job Settings will be changed

You have changed one or more of the following job settings:

•VA zero or HA in the Angle screen (see Angle, page 90)

•Scale, T-P, Sea Lvl, or C&R in the Distance screen (see Distance, page 90)

•Coord or Az Zero in the Coordinates screen (see Coordinate, page 93)

•Angle, Dist, Temp, or Press in the Unit screen (see Unit, page 93)

Note – To record a point using the new settings, create a new job using the new settings.

To... Press...

discard the changes to the job

settings

[ESC] or the Abrt softkey. The current job remains

open.

close the current job and save the

changes to the job settings

[ENT] or the OK softkey.

Trimble TS635 Construction Total Station User Guide 127

Error Messages C

Station setup

Same Coordinate

The input PT or coordinate is identical to the current station in STN/2:Known, or the

same coordinate or point name/number is found in Resection.

Press any button to return to the PT input screen. Then use a different PT.

Space LOW

There is not enough space to record a station when you start any of the Station Setup

functions.

XY-coordinate is required

The input point for ST/BS does not have N/E coordinates.

Press any button to return to the PT input screen. Then use a PT that has N/E

coordinates.

Z-coordinate is required

The input point for Benchmark does not have a Z coordinate.

Press any button to return to the PT input screen. Then use a PT that has a

Z coordinate. See page 68.

System error

=SYSTEM ERROR=

The system has detected an internal error that is related to the lower-level system.

Press any key to turn the instrument off. The system will reboot when this error is

reported. If you still have more points to shoot in the site, turn the instrument on and

repeat the open a job and station setup procedures.

Data stored before this error will be kept safely in the Job file. If the error appears

frequently, please contact your dealer or Trimble Support and report the message that

appears below the =SYSTEM ERROR= line.

To... Press...

return to the BMS press [ESC] or select the Abrt softkey. Select the DEL

softkey in Job Manager to delete old jobs.

continue press [ENT] or select the OK softkey. You may not be

able to record the whole process.

C Error Messages

128 Trimble TS635 Construction Total Station User Guide

NIKON TRIMBLE NT0001 Bluetooth module User Manual TS635 manual 2

NIKON-TRIMBLE CO., LTD. Bluetooth module TS635 manual 2

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