append 9

STA. 1+01.000 1+05.000 1+10.000 1+15.000 1+20.000 1+25.000 1+30.000 1+35.000 1+40.000 1+45.000 1+50.000 1+55.000 1+60.000 1+65.000

STA.

1+

65.9

20

STA.

1+

01.0

00

PIE

R S

TA.

1+

33.4

60

COMPLETE DECK POURED ON SEPT. 24, 1992POUR DIRECTION: EAST TO WESTWEATHER: CLOUDYAVERAGE RATE OF POUR: 15 m/hr OR 6.5 lin. m/hr

LC

DIFFERENCE BETWEEN AS BUILT AND DESIGN PROFILES

ROADWAY4.3m SOUTH (UPSTREAM) 0.3m INSIDE PARAPET EDGE4.3m SOUTH (DOWNSTREAM) 0.3m INSIDE PARAPET EDGE

LC

STATION1+65.92 65.51 63.91

DESIGN101.461101.465101.481

AS BUILT101.481101.474101.489

DIFFERENCE0.0200.0090.008

4.3m SOUTH, U/S CENTRE LINE 4.3m NORTH, D/S

0.0070.0060.004

DIFFERENCE

101.565101.548101.542AS BUILT

101.558101.542101.538DESIGN

0.0130.0110.011

DIFFERENCE

101.476101.458101.454AS BUILT

101.463101.447101.443DESIGN

BBW EASTEND OF GIRDER

62.31 60.71 59.11 57.51 55.91 54.31 52.71 51.11 49.51

101.497101.513101.529101.545101.561101.577101.593101.609101.625

101.501101.522101.537101.554101.567101.585101.599101.619101.635

0.0040.0090.0080.0090.0060.0080.0060.0100.010

101.574101.590101.606101.622101.638101.654101.670101.686101.702101.718

101.579101.594101.610101.626101.639101.659101.672101.689101.706101.722

0.0050.0040.0040.0040.0010.0050.0020.0030.0040.004

101.479101.495101.511101.527101.543101.559101.575101.591101.607101.623

101.484101.502101.515101.530101.544101.559101.573101.589101.606101.620

0.0050.0070.0040.0030.0010.000

-0.002-0.002-0.001-0.003

0.0000.0040.0050.0050.0020.0040.0050.0130.012

47.91 46.31 44.71 43.11 41.51 39.91 38.31 36.71 35.11 33.51

101.641101.657101.673101.689101.705101.721101.737101.753101.769101.785

101.653101.667101.682101.700101.715101.727101.746101.764101.783101.799

0.0120.0100.0090.0110.0100.0060.0090.0110.0140.014

101.734101.750101.766101.782101.798101.814101.830101.846101.862

101.736101.752101.770101.788101.802101.819101.835101.854101.869

0.0020.0020.0040.0060.0040.0050.0050.0080.007

101.639101.655101.671101.787101.703101.719101.735101.751101.767101.768

101.639101.659101.676101.692101.705101.723101.740101.764101.779

101.863 33.46 101.786END OF GIRDERCENTER OF PIEREND OF GIRDER 33.41 101.786 101.863101.800 0.014 101.874

31.81 30.21 28.61 27.01 25.41 23.81

101.802101.818101.834101.850101.866101.882

101.812101.828101.840101.855101.874101.890

0.0100.0100.0060.0050.0080.008

101.879101.895101.911101.927101.943101.959

101.884101.896101.912101.930101.944101.957

22.21 20.61 19.01 17.41 15.81 14.21 12.61 11.01 09.41 07.81 06.21 04.61 03.01 01.411+01.00

END OF GIRDERBBW WEST

101.898101.914101.930101.946101.962101.978101.994102.010102.026102.042102.058102.074102.090102.106102.110

101.902101.917101.931101.950101.971101.987102.000102.016102.034102.048102.064102.084

102.124

102.100102.122

0.0040.0030.0010.0040.0090.0090.0060.0060.0080.0060.0060.0100.0100.0160.014

101.975101.991102.007102.023102.039102.055102.071102.087102.103102.119102.135102.151102.167102.183102.192

101.976101.990102.004102.020102.040102.056102.069102.084102.104102.119102.135102.152102.169102.189102.192

0.0110.0050.0010.0010.0030.001

-0.0020.001

-0.001-0.003-0.003

0.0010.001

-0.002-0.003

0.0010.0000.0000.0010.0020.0060.005

101.768101.784101.800101.816101.832101.848101.864101.880101.896101.912101.928101.944101.960101.976101.992102.008102.024102.040102.056102.072102.088102.092

101.778101.789101.804101.817101.833101.848101.865101.879101.897101.912101.926101.943101.959101.977101.989102.006102.026102.039102.054

102.097102.106

102.075

0.005

0.0010.001

-0.001

-0.001

0.000

0.010

0.004

0.001

0.0010.000

-0.002-0.001-0.001

0.001-0.003-0.002

0.002

-0.0020.0030.0090.014

DECK PROFILE

1 2 3 4 5 6

DECK POUR SEPT. 24, 1992 1 2 3 4 5 6 7 8 910111213141516171819202122232425262728293031

DIAPHRAGMS SEPT. 10, 1992

LOAD No. (m )

666665

5555555555555555555555555555551

(CUMULATIVE m )

61218243035

5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95100105110115120125

135140145150151

130

ARRIVE EMPTY

10:0510:5511:2211:4512:25 1:00

10:3011:2011:5012:40 1:05 1:15

CONCRETE

1816.517-1919

AIR

151517-1919

SLUMP

60806060 EST6060 EST

% AIR

2.82.82.83.64.04.0

UNIT WT.

2 4232 4282 4252 4072 3732 421

REMARKS

CYL D1-1A,B,C,D

7:18 7:26 7:50 8:16 8:27 8:35 8:49 9:09 9:35 9:4710:0010:5511:1011:2211:3712:1512:27 1:00 1:18 1:27 2:05 2:20 2:32 2:47 2:58 3:41 3:54 4:05 4:16 4:45 5:05 5:00

4:25 4:07 3:55 3:43 3:30 2:46 2:30 2:25 2:05 1:45 1:20 1:0512:5012:2012:0511:2811:1210:5810:45 9:52 9:35 9:23 8:58 8:37 8:22 8:09 7:58 7:41 7:15 6:55 19

1616-16171717.516.516.516.518.518-18.5191920202020-20-20--19---

101010--101210101010--1718-1821--20-17-17------

50607070 EST50707060 EST607070 EST507060707060 EST6060 EST6050 EST7050506070 EST70 EST7070 EST70 EST70 EST

4.04.04.0-3.43.84.24.6-4.0--4.0-3.8--4.0-4.0-3.8-3.64.2--4.0---

2 4012 3942 387 -2 4012 3962 3822 390 -2 400 -2 4292 396 -2 379 - -2 376 -2 400 -2 400 -2 4042 390 - -2 384 - - -

CYL D2-1A,B,C,D

MOVED PUMP FORWARD

CYL D2-2A,B,C,D

CYL D2-3A,B,C,D

CYL D2-4A,B,C,D

MOVED PUMP TO WEST SIDE

3 3TIME TEMPERATURE

DECK CONCRETE DATA

SUNSHINE VALLEY BRIDGE No. 1261PROJECT No. 07645DECK CONCRETE DATA AND AS BUILT PROFILE

MIX DESIGNCEMENTWATERSAND10mm20mmUNIT WT.

360 kg141570390915

2 376 kg/m 3

ADMIXTURESWATER REDUCER: PROKRETE N 900 ml/m OR 250 ml/kg CEMENTAIR ENTRAINING: PROAIR 140 ml/m OR 50 ml/100 kg CEMENT3

3

CYLINDER No.

D1-1A 1B 1C 1D

1D 1C 1BD2-1A

D2-2A 2B 2C 2D

D2-3A 3B 3C 3D

D2-4A 4B 4C 4D

7 DAY

32.6

35.0

31.2

32.9

35.9

28 DAY

42.340.642.7

41.541.539.9

40.041.140.7

43.737.545.6

44.643.543.3

28 DAY AVERAGE

41.9

41.0

40.6

42.3

43.8

CYLINDER BREAKS (MPa)

BACK OF WESTBALLAST WALL

BACK OF EASTBALLAST WALL

(mm) (kg/m )3VOLUME VOLUME

(PRESTRESSED CONCRETE I-GIRDERS)DRAWN BY: ... .. . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . . . DATE: ... . . .. . . . . . . . . . . .. . . . . . . . . . . .. . . . .

DATAWEATHERSOURCE OF AGGREGATECONCRETE SUPPLIERCEMENT SUPPLIERTEMPERATURE OF CEMENTWATER ADDEDMIXED ON SITE