Suspended Manual-English-Volume 3-Part 3 - Construction Manual

7/27/2019 Suspended Manual-English-Volume 3-Part 3 - Construction Manual

http://slidepdf.com/reader/full/suspended-manual-english-volume-3-part-3-construction-manual 1/106

Bridges to Prosperity

Vlum 3:

Euca. Innva. In.

Vlum 3:

Volume 3: Suspended Part 3 Construction Guide & Quality Control

Introduction

B P (B2P) - z (NGO)

j j. A

, B P z ,

, q. V

1 , , q

j. V 2 j

j. V 3

Section : Construction Overview

Section : Material Preparation2.1 Rq M

2.2 P L M Rq T

Section : Site Preparation3.1 Ex L

3.2 Ex S

3.3 Ex R

Section : Construction

4.1 B T G

4.2 C M G

4.3 F T C

4.4 T C

4.5 A C & C I: B

4.6 A C & C I: D

4.7 C S S

4.8 C C I

4.9 C C

4.10 B A C

4.11 D I

4.12 D A

4.13 F I

Volume Suspended Pedestrian BridgePart : Construction Guide & Quality Control

Table of Contents

Section : Bridge Completion 5.1 B R

5.2 S I

5.3 P I

> M C Exv

Cuy aL

aS - 5

> Fu T - 2 to 4 weeks

Cuy aL

aS - 5

Section :Construction Overview

Preparation

• T q: , 2

Construction• T q: , 2 4

> T Cu S I - 5 y

Cuy aL

aS - 5

> Ah C I - 3 5 y (u 4 k f u )

Cuy aL

aS - 3

> C S S - 2 y

aS - 2

> Ah Cu - 1 4 k

aLI Ay

aS - 3

> Dk F I - 3 5 y

Cuy aL

aS - 2

> B O Cy - 1 y

Section :Material preparation

. Required Materials

L Cu M

A . A q j

j . C q ,

. C q V 3.2 q .

. Preparing Local Materials

• H • G

• B • C

S C Bk f T

B S: ____3 (Q V 3.2)

A) D S: ____3 (Q V 3.2)

D q .T :

> C S: ___3 (Q V 3.2)

x 20 x 28 .

> F S : ___3 (Q V 3.2)

x 20 x 28 .

B) C B: ____3 (Q V 3.2)

T () x

, . D x x

, . G q . R

. Mx z 7 ,

. T 50% z

. T, (

), x .S q. T q

. C , , ,

Materials List:

X Material item Quy

B S ( C B)

D S ( C B)

C AC T

S , 16

S , 18

S , 20 S , 25

P W S A I &

Fx T, 3”

Quality Control: Bridge Construction Pg 2

Tool List:

Material item Q u y

Rq’ x

Material item Quy Rq’

S 4 H 5

P 2 100 1

Ex 1 B see drawings

W 2 S see drawings

20 (5 ) 6 R see drawings

M 1 C S & C 1

M , 5 2 R 4

M ( ) 2 sets R 5 liters

W 1 F 20

H x 2 V 2

2 1 R 4

4 ( ) 1 4” min. 1 per

crossbeam

W; 3 , z

2 A L 1

Pliers 1

Quality Control Checklist: Material Preparation

Local materials

I 7 , ?

C f h Suv:

N , q x, :

Su f Suv: ________________________________ D: __________________

*This page must be copied and aached to Bridge Compleon Record upon compleon of bridge.

Section :Site Preparation

. Excavation Layout

• S P • S • A ( )

• S & P • S • P

• W • H • N

Step 1U ‘R’ ‘L’ , , R ( L )

, . I , ,

, FOF(R) F F R.

Step 2F . F,

2.00 (). T

Step 3R . I ,

q . R .

Step 4M (FOF) (FOA) FOA(R).

Step 5: the 3-4-5 methodT

U 12 , FOF(R), 4.0

. T 9.0 ,

3.0 , 3-4-5 . T

. S , ‘1’. R

Step 6Ex . T

. Excavation in Soil

Step 1Ex .

Step 2D .

Step 3D .

*Note, anchors are oen excavated aer the towers have been completed .

. Excavation in Rock

T (FOF(R)) (FOA(R))

4.2 Ex S.

F q x . E

S q x , q

( x ).

Quality Control Checklist: Site Preparation

C ( ) ?

B ( )?

N x?I x, ?

C f h Suv:

N , q x, - :

Su f Suv: ________________________________ D: __________________

Section :Construction

. Bridge Terminology Guide

4.2 Concrete and Masonry Guidelines

B2P j. I .

T G C QC C q j.

Quy C P

A (1) x . T “Q C (QC) -

” . T x x

Materials

C q q . L , , j. E

• C ( 60 )

• S (, , , .)

• S ,

• G 1.5 (3.8 )

• G , j

Mx R y Vu(::v:) Use

A Vu, (f) 50-k f

A Vu,5- uk 50-k

Ax Ym3 (f)

1 : 3 : 6 : 1.6

Sand 130 (4.6) Sand 3.1

0.24 (10)Gravel 180 (6.4) Gravel 4.3

Water 70 (2.4) Water 1.6

1 : 2.5 : 5 : 1.6

Foundations on

poor soil

Sand 110 (3.9) Sand 2.6

0.21 (9.5)Gravel 160 (5.7) Gravel 3.8

1 : 2 : 4 : 1.6

Approach walls

and tower fill

Sand 80 (2.8) Sand 1.9

0.17 (8.0)Gravel 130 (4.6) Gravel 3.1

*Unit measurements must may be in any size bucket so long as it is consistent for all materials

N x 1 . A

F x, x x 1 : 3 : 6 : 1.6. N

x 50- . Y x 4.6 () , 6.4 2.4 . I

5 . A, 50- 3.1, 5- ,

4.3 1.6 .

Bf y x , h “QC” hu h / u . A

hu u f h x. I y h uh f h

• S • G

• B ( x) • C

• S • G

• F • W

x q. I

x ‘ ’. T q ,

q , . Mx

x . T “ ”

x . A x, 90% . C x /

T ‘V M’

A x, ,

. F 60 . T

. W , . M

Axu - A

I 28 , q. C

q . T -

“ ” . I , ;

•R , 500-750 50-

•R x 25%•Ex

•Ex x

Gu M Mx

G x q . M

. M ( 1 : 4, )

. G x . F 50- x

7.5 (2 ) . B x x. T x ,

. T x , ,

• S C - (20 (8”) . x 10 (4”) . x 30 (12”) )

• S B -

• C S

• T R - (~1.58 (5/8”) x 40-50 (16”-18”) , )

• T M

Th u f y h f (xu u x) hu h 11.2

(5”). I x -

( QC ).

A, x, q ,

Su T - Pu

S 1: M , , .

S 2: P ( ) .

S 3: F . T,

, 25 . F , 25 . F ,

25 . U x .

S 4: S ( 5 ). T, ( )

, “” . T .

H R S C

I , . S

x . N x q .

• P - (10.16 (4”) . x 20.32 (8”) )

• C S

• T R - (~1.58 (5/8”) x 40-50 (16”-18”) , )

L x, .

P , . F q , 25 . A

C . T 16 – 27 C. C-

8 . P .

B , 28 . B

28 B P @..

Concrete Quality Control Form

C C P:

L ? I ?

Concrete Quality Control Form

D Mx P L B

cylinders

person

*Av y h “ ” qu f , x, f .

• C • H • Sq

• T • P B

• L • S

aA x .

aA q .

aT ; .

G 5 j. S

( j) j

U, x 2 . I

• T • P B • W • N

• L • S • Sq • H

a( ) M

aM 1-2

“G ”. S ( j) j .

C Rf W

T 20 (12)

*, 3 z 20, 50, 80. P .

*F : 1.00

N z , . I

4.3 Foundation & Tier Construction

• S • P • W

• S • B • M

• Sq

• C •H C

• G ( ) • B ( )

Step 1E , . U ,

Step 2P (20) .

I , x .

Step 3P (4) - (

). E q

Step 4

F , , . I ,

30 , , ,

Step 5C 1.00 .

Step 6F .*

. P (12) /

(1.00) 50 . W (

) z (12) 20, 50, 80.

W , 20 . W 2

Step 7U , .

Step 8P ,

, 0.70 , x

Step 9V z .

Step 10AS YOU BUILD UP THE TIERS, RECONFIRM THAT EACH TIER IS TRUE TO THE CENTER LINE BEFORE CONSTRUCTION BY MARKING THE CENTER

LINE ON THE FOUNDATION OR TIER BELOW.

C . E , .

Quality Control Checklist: Foundation & Tier Construction

FuF q ?

F ( )?

F 1.0 ?

E z , ?

A 90 x?

C f h Suv:

N , q x, :

Su f Suv: ________________________________ D: __________________

• S • P • S

• S • B • M

• Sq • W • L

• C • S

• G • H

• T • T W

• 4 x 13” .

• S ( z q):

- 4 , 16 x 4.50

# + 1, 16 x 20

4.4 tower Construction

Step 1A T

M . I , 1

. T 1.00 x 2.80

, . E ( F & T C S 10, 28).

Step 2

S CP - q

Step 3Bu T B

B , 20 ,

(2.80 x 1.00).

Step 4I S R

F , 2 , 16 x

j -. E

U-: 2 1.25 x . P S 3

Step 5C u

B 1.00 x .70 1.00 ( )

Step 6F h T

D . U x, 1:3:6,

x 5.2. F 10 . T

Step 7

I h Wky S/R Gu

B 10 ( ).

M 58 ( 2 )

( , - ).

I , , 5. P 2 3

2 4 . F

58, 63, 68

(30 ) 1:2:4.

NB: F .

P A: H S

P L: W S

Step 8F H S

T 1.10 , . I

( ) 25

40 . B

1:2:4. M . F .

Quality Control Checklist: Tower Construction

C ?A (H) ?

Cu H q 1.10

R : z,

C f h Suv:

N , q x, , :

Su f Suv: _____________________________ D: __________________

*This page will be copied and aached to Bridge Compleon Record upon compleon of bridge.

4.5 Anchor Construction & Cable Installation

T ; . T - 60 .

Beam type

All Soil and Rock Conditions for spans up to meters ‘S’ A = S 60

‘L’ A = S 60 120

• S • P • W • W (1 +)

• S • B • W • S

• C • S • G

• T • P

• C ( , )

• D ( , )

• S ( z q-- x ):

- (4 , 8 ), 20 x 2.90

- 11 , 10, (2.20 , 3.35 ) q (0.50 ,0.80 rge)

- 2 , 20 x 3.00 , U-

*D Ah h E Hk

• If a bridge has one rock drum anchor and one soil beam anchor on the other side, the beam anchor is the adjustable anchor. As such,

ensure the erecon hook is aached to the beam anchor.

• If a bridge has two of the same type of anchor (beam or drum), the lower elevaon anchor is the adjustable anchor. As such, ensure the

erecon hook is aached to the lower elevaon anchor.

Step 1Bu B

T q q -

Small beams: Spans less than 60 meters• 4 , 20, 2.90 ;

• 11 q , 10, 2.20 ,

q 0.50

Large beams: Spans greater than 60 meters to 120m

• 8 , 20, 2.90 ;

• 11 q , 10, 3.35 ,

q 0.80

Step 2A E Hk

T 2 ONLY j. I ( ), j. I

, j . A 0.80

Step 3Ly u C & A Tu

L , 1.00

(x ) . D x

, . A j ,

4.00 x 6-7 (x ) . T -j- q .

Step 4P Ah B

Step 5Pu C Ov Ah

Step 6C C

WI ( ) (x

. E - .

I q -j (

) 1 x ( )

THIS IS THE MOST CRITICAL STEP OF CONSTRUCTION. DO NOT PROCEED WITHOUT

PROPER DROP-FORGED CLAMPS, SOCKETS AND WRENCH WITH CHEATER BAR.

Step 7F h Ah Exv

F x 1.0 ,

10 . D

S x ( , ). T

x . R j ,

4.6 Cable Installation and Anchor Construction

Drum type (Rock Conditions)

T Rqu• S • P • W

• S • B • W

• C • S • G

• T • P

• C ( , )

• D ( , )

• S ( z q):

- S 40 **

- A , 16 , 25 , 1.50

- I : 8 , 10 , 3.40 , 0.90

- O : 8 , 10 , 5.25 , 1.50

- S 40 meters

- A , 20 , 25 , 1.50

- I : 8 , 10 , 4.15 , 1.15

- O : 8 , 10 , 5.90 , 1.70

* C I G: S S 5.5, 38

**S 40 :

W 40 , . T j . O

, x (360 ) j .

W 40 x 60 , . A

Step 1Exv

. T x .

Step 2Bu C

10 . (N: ‘S’ z

40 , ‘L’ z 40 ).

Small Drums: Span 0 - 40 meters

• A , 16 , 25 , 1.50

• I : 8 , 10 , 3.40 , 0.85

meter diameter

• O : 8 , 10 , 5.25 , 1.45

meter diameter

Medium Drums: Span 41 - 60 meters

• A , 20 , 25 , 1.50

• I : 13 , 10 , 4.15 , 1.10meter diameter

• O : 7 , 10 , 5.90 , 1.65

meter diameter

**Large Drums: Span 61 - 120 meters

• A , 40 , 25 , 1.50

• I : 26 , 10 , 4.15 , 1.10

meter diameter

• O : 14 , 10 , 5.90 , 1.65

meter diameter

Rq D T

(25)O D I D

D. D D. R D. D D. R

160 145 100 85 6.25 16

180 165 125 110 5.18 20

180 165 125 110 5.18 40

S m a l l

0 - 4 0 m

M e d i u m

4 1 - 6 0 m

* * L a r g e

6 1 - 1 2 0 m

engineer

Step 3A E Hk

T j. I

( ), j. I , j . A 0.50

Step 4P R

P x , ;

x 0.50 ( j

, ). P

, j . V

Step 5Ly u C

L . T 4.0

j . T -j . F

40 , j .

Step 8

Pu h Ah Exv

F x , 10

. D . DO NOT USE FORM-WORK

BELOW GROUND. P x . T x .

R j , x. L

Step 6

Pu Wky C u Ah

180 . O ,

, 75 .

Step 7

Clam Wky C

- (do not saddle a

!). H j . T

1- . I ,

q q. F 40 ,

Step 9

Pu H C u Ah

. T , 50 .

Step 10

Clamp h C

H- . Tq

- 25%. I ,

q - . S S V

1: D & A.

Quality Control Checklist: Anchor Construction & Cable Installation

D x ?Q z ?

F x ( )?

C q -j 3- ?

0.5 ?C - 25% ?

C ‘’ ( ).

C 75 ?

*Important

Steel cable size veried and signed by project engineer, aached

C f h Suv:N , q x, :

Su f E: _________________________________

Su f Suv: ________________________________ D: __________________

Pedestrian Bridge Construction Quality Control Pg 8

4.7 Cable Sag Setting

T q . S

. T (L)

, - , . A, . H

N-Ph C Less than 80 m Greater than 80 m

D () 5.00% 4.55%

H () 4.00% 3.65%

Ry C (u f B2P ) Less than 80 m Greater than 80 m

D () 4.75% 3.41%

H () 3.00% 3.46%

C () . N: . ‘’

. F H S E (x )

=(4 − ∆)

Important Safety Notices

Wh Sfy:

A j . N .

I : A x , , x , , ; H

, , , .

B , “D Z”

. A “E R” . S x .

Wh Ah:

• T .• T . I

• T “”. T “”

NEVER “” under tension

A Sfy C:

• ONLY .

.• N “” .

Safe Zones

35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115

0.0 1.75 2.00 2.25 2.50 2.75 3.00 3.25 3.50 3.75 4.00 4.05 4.09 4.32 4.55 4.77 5.00 5.23

0.25 1.63 1.88 2.13 2.38 2.63 2.88 3.13 3.38 3.63 3.88 3.93 3.97 4.19 4.42 4.65 4.88 5.10

0.50 1.51 1.76 2.10 2.26 2.51 2.76 3.00 3.25 3.50 3.75 3.80 3.84 4.07 4.30 4.53 4.75 4.98

0.75 1.40 1.64 1.89 2.14 2.39 2.64 2.89 3.14 3.38 3.63 3.68 3.72 3.95 4.18 4.41 4.63 4.86

1.00 1.29 1.53 1.78 2.03 2.27 2.52 2.77 3.02 3.27 3.52 3.57 3.61 3.83 4.06 4.29 4.51 4.74

1.25 1.18 1.42 1.67 1.91 2.16 2.41 2.66 2.90 3.15 3.40 3.45 3.49 3.72 3.94 4.17 4.39 4.62

1.50 1.08 1.32 1.56 1.81 2.05 2.30 2.54 2.79 3.04 3.29 3.34 3.38 3.60 3.83 4.05 4.28 4.50

1.75 0.98 1.22 1.46 1.70 1.94 2.19 2.43 2.68 2.93 3.17 3.22 3.26 3.49 3.71 3.94 4.16 4.39

2.00 1.36 1.60 1.84 2.08 2.33 2.57 2.82 3.06 3.11 3.15 3.38 3.60 3.83 4.05 4.28

2.25 1.50 1.74 1.98 2.22 2.47 2.71 2.95 3.00 3.04 3.27 3.49 3.71 3.94 4.16

2.50 1.64 1.88 2.12 2.36 2.60 2.85 2.90 2.94 3.16 3.38 3.60 3.83 4.05

2.75 2.02 2.26 2.50 2.74 2.79 2.83 3.05 3.27 3.50 3.72 3.94

3.00 2.16 2.40 2.64 2.69 2.73 2.95 3.17 3.39 3.61 3.83

3.25 2.30 2.54 2.59 2.63 2.85 3.07 3.29 3.51 3.73

3.50 2.44 2.49 2.53 2.75 2.96 3.18 3.40 3.62

3.75 2.43 2.65 2.86 3.08 3.30 3.52

4.00 2.55 2.77 2.98 3.20 3.42

4.25 2.88 3.10 3.32

4.50 3.00 3.22

D S Ev ((

H e i g h t D i f e r e n a l b e t w

e e n a b u t m e n t s ( m )

*H x 5%

**S - AND B2P’

Cable Sag Setting cont’d...

• C • A L

• T (#1, #1) • 1- (#2)

• “T- ”: • S

Step 1

Cut Measu Sh Sk

C #1 x + 2.00 ( + 2 )

C #2 x 1.00

Step 2

F “T-v Sk”

Using 1.5 z ,

( q ). N

30 z T-

Step 3Z Ay Lv

Step 4

Sk #2 (1- M Sk) S P

Place A L 1-

j . (T

Step 5

Mv Sk #1

A #1 ( q + 2 ) ,

A #2 ‘’ #1.

Step 6Mk P

U , #1.

Step 7

Mv Ay Mk P

T #2 , #1

#1 #2 . W A L z

8 - 13.

Step 8

Ah C Wh

I Sfy N: E

DRUM ANCHOR NOTE: See page 52

Step 9

L ( ).

I Sfy N: M

Step 10

H-Th 2 C

A (2) - .

Step 11

Rv C Wh

Step 12Whk Lv C

U , j . T

. I , 1/4

‘’ S 6.

Step 13Mk C S

U , . Note dierence in cable

shi from marks. If more than ½”, ghten cable and re-do.

Step 14A below is for Beam Anchors

See page 51 for Drum Anchor Step 14B Process

Step 14a Beam Anchor

A C F Wky C

A q ‘’ , q . T

. A 3 x q

Th Wky C

q “T- .” S “T- ” . I ,

A C R Wky C

A q ‘’ , q .

Repe Pu f H CR . B #1 1.1 #1

Connue to page 53.

Steps below are an extended Step #14B for Drum AnchorsI Sfy N: R 49 S 8 S 9.

Step 14B Drum Anchor

(Rock conditions, for Beam Anchors see Previous Page) NOTE ON STEP 8 FOR DRUM: C

C #1 C #1, C #2 C #2

Ah Ty C P

Rv Ty C

Tf C #2

Mv h f C #1 C #2

R C #1 C #2. C C #1 C #2 (2) -

C #2. R

C #2 C #2 C #1 .

Rv Ex C

R x 15 51.

4.8 Cable Clamp Installation

Clamp Materi P

) q . I ,

q q q (-

T B P q

D-f f u quy u uh

. I - , z

1 1/8” . N q q

q - . A , ,

C able Diamter C able Diameter S pacing

(mm) (inch) (mm) Quaninty Required Torque (foot-lbs)

3.2 1/8 19.2 2 4.5

4.8 1/5 28.8 2 7.56.4 1/4 38.4 2 15

7.9 1/3 47.4 2 30

9.5 3/8 57 2 45

11.1 4/9 66.6 2 65

12.7 1/2 76.2 3 65

14.3 4/7 85.8 3 95

15.9 5/8 95.4 3 95

19.1 3/4 114.6 4 130

22.2 7/8 133.2 4 225

25.4 1 152.4 5 225

28.6 1 1/8 171.6 6 225

31.8 1 1/4 190.8 7 360

34.9 1 3/8 209.4 7 360

38.1 1 1/2 228.6 8 360

41.3 1 5/8 247.8 8 430

44.5 1 3/4 267 8 590

50.8 2 304.8 8 750

57.2 2 1/4 343.2 8 750

63.5 2 1/2 381 9 750

69.9 2 3/4 419.4 10 750

76.2 3 457.2 10 1200

88.9 3 1/2 533.4 12 1200

Drop-Forged Clamps

C Tqu & S

T q q - q 3

x x . A

300 - q 3-

. I 3-

I q , q

q . T -

x 25%.

‘’ . T

4.9 Cable Care

. F, .S . U

Fi Tu h Gu

R T OR A- C h Ly Uu

T x x 5 - (

L Bk Ex C

Quality Control Checklist: Setting Sag and Cable Care

H (B) (L) ( /100) = __________L : = ___________ ( )

C “T- ” ?

C q 3- q ?

N-z - ?

C f h Suv:

N , q x, :

Su f E __________________________________

Su f Suv: ________________________________ D: __________________

*This page must be copied and aached to Bridge Compleon Record upon compleon of bridge

• S • P

• S • B

• C • S • G

• T • B

Step 1Bu Ah W

D 25 40 . I

, . B 35

1.00 . I ,

Step 2Bk A

Step 3C

T , 10 . T

j . F , , 10 .

Step 4Fh

4.10 Bridge Approach Construction

4.11 Wood Deck Installation

• H • W •C

• W • H

• 2 ( )

• C • D •‘N’ P*

• Gz S: 70 ” x 10

• S ,

- (T (S + 1) ), 8 ,

T ; 1)

, 2) , 3) .

. T ‘’

z q. I

Wood Crossbeam w/ A Nailer

(Recommended) Wood Crossbeam w/o A Nailer Steel Crossbeam w/ a Nailer

Step 1Dk P

C ( 1) 136 - .

T . S V 3, P 2: S

B C D. F , 30 , 31

C 3.0 60 . I

60 , 2.0 . T

q [ ( 2.0 3.0)]

(5), , 15 - 25 . I ‘’

, ( 1) q, 1.0 .

Step 2Su P

C 8.0 1.8 . T

q q ( 1). F , 30 q

62 . T , .

Step 3Ah N P C (N R)

I ‘’ , ( 1) 1.0 . A ‘’

(4) z , .

T x 36 .

Step 4I C

x . Tx (2)

Step 5Cu Dk P

C . I 2.0 ,

(2) 1.0 . I 3.0 , (1) 1.0

(1) 2.0 .

Step 6S Dk

P 1.0 . P

1.0 1.0 . B 3

(2) . S ,

P ‘ ’ z , .

Correct Not Correct

Step 7S Dk P

U 10 z , ,

- . T q .

Step 8Ly Dk

C , (3) (4)

4.12 Deck Approach

• H • W

• W • H

• 1/2” ( )•C

• D • 1

T ‘’

q , ‘’ ( )

. T j, q

A , . A

NB. T q B2P

Walkway Tower tube detail

4.13 Fencing Installation

• W C

• Gz • U-

• Gz T

Step 1U F

Step 2T

Step 3Ah Dk

T . U-

Step 4Ah H C

Step 5Su Su

T , . I

x 1.50, x

Quality Control Checklist: Bridge Completion

W 50 ?

W 10 ?

Dk D ?

*Important

Bridge Compleon Record completed by Engineer and submied to all relevant pares

with Quality Control records copied and included?

C f h Suv:

N , q x, :

Su f E ______________________________________

Su f Suv: ______________________________________ D: __________________

Section :Bridge Completion

T B R A-B

j. B P . B j, - q - , q

. A , B R B2P q - ,

. A S 5 .

. Bridge Registry

T B R . T

j. T z , .

. T R j

. Socioeconomic Implications

P . M ,

( j -- V 2).

. I , .

**P u u h B R F S I f B Py ( f

.BPy.). Th f fu h “Cu Du” h f Vu 3.

. Picture Inventory

T j q ,

. T . A

. Th h B2P u u u.

Picture Submission RequirementsS

P ( ) L

Fu T & TC

C- , z

B “T”

T x ( )

Construction Forms

Pedestrian Bridge Registration

B N: _________________________________

L (GPS): _______________________________

C: _______________________________R, C: _______________________________

E (): _______________________________

I A: ______ _________________________

F S: _______________________________

A C S D: ____________________

F Suv Su: _____________________

Attach Picture of Site

Bridge Register Pg

Bridge Design

Basic Data

T: : S /S

S: : _____ / _____

W W: : 1.00

S : ___________________________

D : ___________________________

D T : _______________

A T : R [ ]: B / D

: L [ ]: B / D

Aj B : R / L

F : ______

Bridge Register Pg

Technical Data

C S : ___________________________

C Sz/N : H C: ___ x ___ / __”

:D C: ___ x ___ / __”C S/ : _________ / _________

C : Gz / B

C : F / M

C / : _____

F ( ): ___________________________

F I y: _____________________________

Bridge Register Pg

S : _____________________ T: ___________________

M/ : _____________________ T: ___________________

V D / M

Au F Cu

I A ($ / / )

Bridges to Prosperity

B R C B: __________________________________

Bridge Register Pg

Post-construction Socioeconomic Survey;The impact of Pedestrian Bridges

A . F q ,

; 30 , 70 q ,

C : ___________________________

R : ___________________________

V : ___________________________

B P: ___________________________

S C :_______________________ D:_____________

Socioeconomic Survey Pg

Food Security Information

Auu vy

H q (, …)?

A A F S ?

Trade and Economic Information

Sz ( ):M q:

L ( ):

D ( ) ? D ?

A T / E :

I Price

D ( ) ? D ?

H 6?Ex ?

A T / E :

Health Information

D ( ) :

D ( ) q ?

D ( , …)?

Health Information (continued)

I HIV/AIDS ?D ( ) :

A Hh / S :

Participation Assessment

W , z ?

H q j?I , (, , .)?

Materials List:

X Material item Quy

S , 14

S , 18

S , 20

S , 25

P W S A I &

(20 )B T, 2”

Tool List:

Material item Q u y

Rq’ x

Material item Quy Rq’

S 4 H 5

P 2 100 1

Ex 1 B see drawings

W 2 S see drawings

20 (5 ) 6 R see drawings

M 1 C S & C 1

M , 5 2 R 4

M ( ) 2 sets R 5 liters

W 1 F 20

H x 2 V 2

2 1 R 4

4 ( ) 1 4” min. 1 per

crossbeam

W; 3 , z

2 N 1000

M 1 D 4

Pliers 1

Quality Control Checklist: Material Preparation

Local materials

I 7 , ?

C f h Suv:

N , q x, :

Su f Suv: ________________________________ D: __________________

Quality Control Checklist: Site Preparation

Ex ( h u h + )?

I x, ?

C f h Suv:

N , q x, :

Su f Suv: ________________________________ D: __________________

Quality Control Checklist: Foundation & Tier Construction

F ( )?

S 1.0 ?

E z , ?

A 30 x?

*If as-built height dierence between the two towers exceeds 5% of span (L/25), in-

crease number of ers before connuing with tower construcon.

C f h Suv:

N , q x, :

Su f Suv: ________________________________ D: __________________

Quality Control Checklist: Tower Construction

A (H) ?

Cu H q 1.10

R : z,

C f h Suv:

N , q x, , :

Su f Suv: _____________________________ D: __________________

*This page will be copied and aached to Bridge Compleon Record upon compleon of bridge.

Quality Control Checklist: Anchor Construction & Cable Installation

F x ( )?

C q -j 3- ?

C - 25% ?

C ‘’ ( ).

C 75 ?

*Important

Steel cable size veried and signed by project engineer, aached

C f h Suv:N , q x, :

Su f E: _________________________________

Su f Suv: ________________________________ D: __________________

Quality Control Checklist: Setting Sag and Cable Care

H (B) (L) ( /100) = __________

L : = ___________

C “T- ” ?

C q 3- q ?

N-z - ?

C f h Suv:

N , q x, :

Su f E __________________________________

Su f Suv: ________________________________ D: __________________

*This page must be copied and aached to Bridge Compleon Record upon compleon of bridge

Quality Control Checklist: Bridge Completion

Dk D ?

*Important

Bridge Compleon Record completed by Engineer and submied to all relevant pares

with Quality Control records copied and included?

C f h Suv:

N , q x, :

Su f E ______________________________________

Su f Suv: ______________________________________ D: __________________

Quality Control: Photographic Inventory

B N: _________________________________

L (GPS): _______________________________

C: _______________________________

R, C: _______________________________

E (): _______________________________

I A: ______ _________________________

F S: _______________________________

B C D: __________________________

S: __________________________

D f : _________________________

Attach Picture of completed bridge

Pedestrian Bridge Construction Quality Control Photographic Inventory Pg 1

Q C P I

Quality Control Photographic Inventory

Picture Submission RequirementsS

• P ( )

• C x

Fu T & T• C

• C- , z

• C x

• C A

• B “T”

• Tq q

• T x ( )

• A- / Ah

• T ( )

• I ,

Quality Control: Completed Bridge Inspection

B N: _________________________________

L (GPS): _______________________________

C: _______________________________

R, C: _______________________________

E (): _______________________________

I A: ______ _________________________

F S: _______________________________

B I: _____________________________

S: _____________________________

D: _________________________

Attach Picture of completed bridge

Quality Control: Completed Bridge Inspection Pg 1

Quality Control Inspection Check-list: Bridge Completion

Quality Control Inspection Check list: Bridge Completion

= __________________ .

M xX: = ______________; = ______________; X =

___________.

C q : q __________________ .

F x . A q x A - .325%* .

A ( ): P _______________________ .

C . C - .

D : D = ___________________________________ .

I & - x - .

V : = __________.

Suspended Manual-English-Volume 3-Part 3 - Construction Manual

Documents

Transcript of Suspended Manual-English-Volume 3-Part 3 - Construction Manual

Suspended Curriculum

Controls of Suspended Sediment Particle Size in the York ...web.vims.edu/~cfried/reports/2009/Lewis2009_Thesis_WM.pdf · 3 Abstract Until recently, observations of suspended sediment

SOLITAX sc TURBIDITY & Applications SUSPENDED · PDF filesc TURBIDITY & SUSPENDED SOLIDS SENSORS. Greater Accuracy, ... time on manual analysis, ... Hach’s model sc sensors are “plug

Size and Morphology of Suspended WO3 Particles Control ...chemgroups.ucdavis.edu/~osterloh/pubs/ref_82.pdfSize and Morphology of Suspended WO 3 Particles Control Photochemical Charge

Suspended Ceiling

OPERATION MANUAL For ZLP Series Temporarily … Suspended...Operation Manual for ZLP Series Temporarily Installed Suspended Access Equipment 5 top of the building as the supporting

Suspended Load

Suspended Cymbal

Suspended Fixtures

Volume 3: Suspended Pedestrian Bridge Part 1: Design …Manual.pdf · · 2011-04-23The designs included in the Volume 3 Suspended Pedestrian Bridge Manual ... manual will attempt

Suspended Chords

Suspended Education Suspended Education - Southern Poverty

Determination of Total Suspended Solids Determination of Volatile Suspended … · Determination of Total Suspended Solids Standard Method 2540 D. and EPA Method 160.2 “Suspended

SUSPENDED AIR HANDLING UNIT CP · SUSPENDED AIR HANDLING UNIT CP II. I. CONTACTS 2 ORIGINAL USER'S MANUAL 3 III. SAMPLE EC DECLARATION OF CONFORMITY 31 IV. WARRANTY CONDITIONS 32

Volume 3: Suspended Pedestrian Bridge Part 1: …Manual.pdfVolume 3: Suspended Part 1 Design & Analysis Volume 3 Suspended Pedestrian Bridge Part 1: Design and Analysis Table of Contents

SUSPENDED CEILING SYSTEMS - SHADOWLINE PLASTER · WHERE OUR CUSTOMERS RETURN…NOT OUR PRODUCTS 3 SUSPENDED CEILING SYSTEMS - SHADOWLINE PLASTER Product Dimensions Per carton Length

U-Values of Elements - Haringey Council · Ground Floors Suspended Timber 3 Floating Floor 3 Suspended Beam & Block 4 Ground Bearing Slab 4 Walls Masonry Outer Leaf, Timber Frame

Temporary Suspended Platforms - SkyClimberskyclimber.be/manuals/tsp.pdf · 1 99UME001.doc print date 27/04/2016 Temporary Suspended Platforms User Manual Temporary Suspended Platforms

09 March 2020 - training.groupra.allangray.co.za · Suspended/Absconded 2. Suspended/Maternity 3. Suspended/Sabbatical 4. Payment stopped 5. Not Taken Up (if a member was added but

Turbidity and Suspended Solids Transmitter - Varovaro.fi/wp-content/uploads/2014/04/SuSix_Manual.pdf · GB SuSix Manual 080919 1 FW: 841013-005/843003-001 Turbidity and Suspended