rcc dam construction
DESCRIPTION
Logging of roller compacted and conventional vibrated concrete and liftsTRANSCRIPT
Lifts Monolith Volume Remarks
150~150.8 27~28 83151~153.2 24~26 357 cable crane170~173 10~2 3096.5 Conveyer belt and bin on the left bank
150.8~153 27~28 200 cable crane135~138 16 275 cable crane
173~175.9 1 78.5 Pump placed on the left bank175.9~179 1 136.5 Pump placed on the left bank179~181.5 1 197 Pump placed on the left bank153~156 19~28 8499 Full filled Chute on the right bank
181.5~183.3 1 224 Pump placed on the left bank156~159.4 19~28 7100.5 Full filled Chute on the right bank159.4~162 23~28 4438 Full filled Chute on the right bank162~165 23~28 4186 Full filled Chute on the right bank165~168 23~28 3427.5 Full filled Chute on the right bank173~176 10~2 2850 Conveyer belt and bin on the left bank168~171 24~28 2130.5 Full filled Chute on the right bank168~171 23~22 826.5 cable crane + bucket (CVC)171~173 24~28 1474 Conveyer belt and bin on the left bank176~179 10~2 2806 Conveyer belt and bin on the left bank171~173 23~22 552 cable crane + bucket (CVC)173~176 24~28 1586 Conveyer belt on the right bank176~179 24~28 1624.5 Conveyer belt on the right bank179~182 10~2 2835 Access Road + Trucks173~176 23~22 573 cable crane + bucket (CVC)179~182 24~28 1496.5 Conveyer belt on the right bank182~183 10~2 955.5 Access Road + Trucks182~183 24~28 626 cable crane + bucket (CVC)183~184 10~2 895 Access Road + Trucks132~135 17~18 Conveyer belt on the right bank135~138 16~18 Conveyer belt on the right bank138-141 16~18 Conveyer belt on the right bank141-144 16~18 4142 Conveyer belt on the right bank
184-184.9 8~9 159 over cable crane144-147 18-15 3954 Conveyer belt on the right bank
184-184.9 10 90 over cable crane147~150 18-14 6058 Conveyer belt on the right bank150~153 18-14 4948 Conveyer belt on the right bank153~156 18-14 4359 Conveyer belt on the right bank156~159.4 18-14 4056 Conveyer belt on the right bank159.4-162 16-14 2633 Conveyer belt on the right bank162-165 16-14 2361 Conveyer belt on the right bank165-167.7 16-14 2067 Conveyer belt on the right bank167.7-170.5 16-14 1725.5 Conveyer belt on the right bank184-184.9 7-6 178.5 cable crane + bucket (CVC)183-184.9 27-28 408 cable crane + bucket (CVC)
184-184.9 4-5 188 cable crane + bucket (CVC)183-184.9 24-26 482 cable crane + bucket (CVC)170.5-173.67 14-15 956 cable crane + bucket (CVC)170.5-173.67 16-17 546 cable crane + bucket (CVC)184-184.9 1-3 369 cable crane + bucket (CVC)173.67-176.67 14-15 675 cable crane + bucket (CVC)173.67-176.67 16-17 378 cable crane + bucket (CVC)183-184.9 29 215 cable crane + bucket (CVC)183-184.9 30 186 cable crane + bucket (CVC)176.67-179.67 14-17 1011 cable crane + bucket (CVC)183-184.9 30-Adit 73 Excavator182.67-184.9 14 370 cable crane + bucket (CVC)182.87-184.9 15-16 915 cable crane + bucket (CVC)165-185 15 45 Mixer+Chute
Start Finish Duration Daily Production
6/29/2011 2:307/1/2011 6:307/3/2011 6:307/4/2011 1:00
7/22/2011 18:00
7/25/2011 15:008/8/2011 2:00
8/14/2011 22:008/12/2011 15:008/21/2011 5:008/26/2011 2:009/9/2011 18:00
9/18/2011 22:00 9/24/2011 18:00 5.83333333333576 717.5999999997029/28/2011 22:00 10/3/2011 11:00 4.54166666667152 754.67889908176310/5/2011 20:00 10/10/2011 10:00 4.58333333332848 621.8181818188410/13/2011 5:00 10/16/2011 7:00 3.08333333332848 690.9729729740610/20/2011 3:0010/22/2011 5:00 10/25/2011 6:00
10/30/2011 23:00 11/3/2011 19:0011/2/2011 18:00 11/3/2011 20:0011/4/2011 6:00
11/11/2011 19:00 11/14/2011 9:0011/14/2011 22:0011/18/2011 4:00
11/20/2011 17:00 MR NOV 1111/25/2011 0:4012/1/2011 0:30
12/22/2011 2:301/3/2012 4:30
11/13/2012 18:301/17/2012 6:00
1/27/2012 23:001/28/2012 23:002/2/2012 17:002/15/2012 4:002/8/2012 22:00
2/23/2012 22:003/2/2012 1:00
3/10/2012 5:003/25/2012 16:00
4/6/2012 5:004/21/2012 4:00
5/19/2012 22:00 5/23/2012 23:006/15/2012 5:006/19/2012 5:00
6/28/2012 5:007/13/2012 17:009/13/2012 19:009/20/2012 7:009/29/2012 4:0010/2/2012 6:00
10/5/2012 12:0010/11/2012 2:0010/22/2012 5:0010/30/2012 6:0011/7/2012 3:001/23/2013 3:00
1/30/2013 10:003/6/2014 10:00
Hourly Production
29.899999999987631.444954128406825.909090909118328.7905405405858
Location Elevation ChainageGantry Crane Rail 14#-16# 184.59-184.85Gantry Crane Rail 17#-22# 184.59-184.85
Parapet # 1 185-186.28Parapet # 10 185-186.28
Parapet # 10-11 185-186.28Parapet # 11 185-186.28Parapet # 12 185-186.28Parapet # 13 185-186.28
Parapet # 13-14 185-186.28 DL0+46.5, DU0Parapet # 19-18 184.9-186.57Parapet # 20-19 184.9-186.57Parapet # 21-20 184.9-186.57Parapet # 22-21 184.9-186.57
Parapet # 23 185-186.28Parapet # 24 185-186.28Parapet # 25 185-186.28Parapet # 26 185-186.28Parapet # 27 185-186.28Parapet # 28 185-186.28Parapet # 29 185-186.28Parapet # 30 185-186.28Parapet # 31 184.9-186.57Parapet # 9 185-186.28Screed # 1 184.9-185Screed # 1 184.9-185
Screed # 10 184.9-185Screed # 11 184.9-185Screed # 11 184.9-185 DL0+88-DL0+10
Screed # 11 DS 184.9-185Screed # 12 184.9-185 DL0+68.5-DL0+Screed # 12 184.9-185Screed # 12 184.9-185
Screed # 12-13 184.9-185Screed # 13 184.9-185 DL0+49.6-DL0+Screed # 13 184.9-185
Screed # 14 US 184.9-185Screed # 15 US 184.9-185Screed # 16 US 184.9-185Screed # 17 US 184.9-185Screed # 18 US 184.9-185Screed # 19 US 184.9-185Screed # 20 US 184.9-185Screed # 21 US 184.9-185Screed # 22 US 184.9-185
Screed # 24 184.9-185Screed # 25 184.9-185Screed # 26 184.9-185
Screed # 27 184.9-185Screed # 29 184.9-185Screed # 8 184.9-185Screed # 9 184.9-185
Volume Date12.7 ###30.3 ###
6.4 ###4.7 ###
4 ###5.5 ###5.5 ###
7 ###2.5 ###7.5 ###7.5 ###7.5 ###7.5 ###9.5 ###
4 ###4 ###4 ###
5.5 ###5.4 ###5.8 ###3.5 ###3.5 ###5.1 ###
3 ###11 ###
26.8 ###4.1 ###13 ###
28.5 ###3 ###
11.5 ###34.2 ###
4.5 ###3.6 ###
23.3 ###2.3 ###
3 ###2.3 ###2.3 ###
3 ###3 ###3 ###3 ###
3.5 ###25 ###
22.5 ###20.6 ###
16 ###14.4 ###18.6 ###
19 ###
Lift Elevation Monolith Height Remarks Start Finish Duration Daily Production
130~133 19~26 3.00 14180.00 Full filled chute + Dump truck 11/27/2010 0:00 12/1/2010 23:00 5 2859.83193277171128~131 14~6 3.00 15872.70 Access Road + Dump truck 11/27/2010 0:00 12/2/2010 22:00 6 2682.70985915603133~136 19~26 3.00 14138.00 Full filled chute + Dump truck 12/3/2010 20:00 12/8/2010 16:00 5 2925.1034482788131~134 14~6 3.00 16340.50 Access Road + Dump truck 12/4/2010 22:00 12/10/2010 18:00 6 2801.22857142741136~139 19~26 3.00 12440.00 Full filled chute + Dump truck 12/9/2010 22:00 12/15/2010 1:00 5 2427.31707317073134~137 14~6 3.00 14243.00 Access Road + Dump truck 12/13/2010 18:00 12/18/2010 9:00 5 3079.56756756757139~142 19~26 3.00 13178.90 Full filled chute + Dump truck 12/17/2010 18:00 12/22/2010 20:00 5 2592.57049180328137~140 14~5 3.00 12429.00 Access Road + Dump truck 12/21/2010 18:00 12/26/2010 23:00 5 2386.36799999889140~143 14~4 3.00 13023.50 Access Road + Dump truck 1/8/2011 23:00 1/14/2011 0:00 5 2583.17355371901
142~143.2 19~27 1.20 5924.00 Full filled chute + Dump truck 1/12/2011 22:30 1/15/2011 22:30 3 1974.66666666667103~106 18~15 3.00 11135.50 Access Road + Dump truck 1/16/2011 0:30 1/19/2011 10:30 3 3259.17073170732
143.2~145 19~23 1.80 1922.08911 Full filled chute + Dump truck 1/18/2011 21:30 1/20/2011 10:30 2 1246.76050230608143.2~145 23~27 1.80 1178.91089 Full filled chute + Dump truck 1/21/2011 1:30 1/22/2011 10:30 1 857.389739838641
Volume Batched
Unit # 1 Penstock Upper Bend 145-148 287Unit # 2 Penstock Upper Bend 157.5-161.05 114
Unit # 2 Penstock Support 126-136.6 162Unit # 1 Penstock Upper Bend 148-151 315
Unit # 1 Penstock Support 124-128 64Unit # 1 Penstock Upper Bend 151-154 305Unit # 1 Penstock Upper Bend 154-157.5 196Unit # 1 Penstock Upper Bend 157.5-161 204.6Mini Power Intake Gate Slot 175-183 5.2Unit # 1 Penstock Support 128-136.6 105Mini Power Crane Platform 185-194.06 33
Unit # 2-3 Abutment Rework 110-138 159.4
5/11/2013 23:555/12/2013 23:555/17/2013 23:555/19/2013 23:555/24/2013 23:305/26/2013 14:30
6/4/2013 2:006/8/2013 15:30
6/23/2013 10:306/16/2013 10:306/8/2013 10:30 9/10/2013 10:307/9/2013 10:30 9/10/2013 10:30
Location Lifts Start Date Finish Date
US Pier 6 183-185 1/4/2013 1:00MS Overflow 5 143.8-152.8 1/4/2013 4:00DS Overflow 1 119.5-123.4 1/7/2013 3:00US Pier 5 183-185 1/7/2013 3:00MS Pier 6 168.3-171.3 1/13/2013 3:00MS Overflow 4 143-155 1/17/2013 3:00DS Pier 1 123.4-126 1/18/2013 3:00DS Pier 3 144-147.334 1/19/2013 3:00DS Pier 1 126-129 1/25/2013 3:00DS Pier 1 129-132 2/12/2013 3:00DS Pier 2 139.8-143 1/30/2013 4:00DS Pier 2 143-147-334 2/4/2013 3:00MS Overflow 5 152.8-164 2/2/2013 5:00MS Pier 5 171.3-174.3 2/27/2013 13:00DS Overflow 1-22 123.4-132 2/26/2013 21:00Gate Slot S4 RADIAL 166.5-183.5 2/26/2013 3:00Gate Slot S5 RADIAL 166.5-183.5 2/23/2013 16:00DS Pier 1 132-135 2/23/2013 15:00DS Overflow 1-21 123.4-132 2/13/2013 15:00MS Pier 6 171.3-174.3 2/17/2013 17:00MS Overflow 5 155-164 2/19/2013 21:00MS Pier 5 171.3-174.3 2/27/2013 21:00DS Overflow 1-22 123.4-132 2/26/2013 21:00MS Pier 6 174.3-177 3/2/2013 14:00DS Pier 1 135-138 3/5/2013 14:00DS Pier 1 138-141 3/11/2013 18:00MS Pier 5 174.3-177 3/11/2013 23:50DS Pier 1 141-144 3/17/2013 22:50DS Pier 1 144-149 3/22/2013 22:50Pump House Pier # 3 185-188.5 3/31/2013 22:50Pier # 1 Screed 184.9-185 3/30/2013 22:50MS Pier 6 177-180.4 3/26/2013 16:00Pier # 1 Screed 184.9-185 4/5/2013 1:00MS Pier 5 177-180.4 4/5/2013 23:00Trunion Support 19(18) 171.5-175.5 4/6/2013 22:00Trunion Support 17(18) 171.5-175.5 4/7/2013 21:00Pier # 3 Screed 184.9-185 4/14/2013 23:00MS Pier 6 180.4-183 4/13/2013 3:00 5/25/2013 15:30Trunion Support 18(17) 171.5-175.5 4/10/2013 23:00MS Pier 5 180.4-183 4/19/2013 23:00 6/6/2013 15:00MS Pier 5 183-185 4/28/2013 23:55MS Pier 4 184.9-185 4/27/2013 14:55MS Pier 6 183-185 4/25/2013 2:55Pump House -Pier # 4 185-188.9 5/14/2013 20:55Pier # 5 Screed 184.9-185 6/14/2013 10:55Pier # 6 Screed 184.9-185 6/13/2013 14:55
Pump House- Pier # 6 185-188.5-188.9 6/24/2013 11:55 7/2/2013 15:55Pump House- Pier # 5 185-188.5-188.9 7/10/2013 10:55 7/17/2013 20:55Pump House- Pier # 2 185-188.5-188.9 7/18/2013 14:55
Volume m3 Duration Daily Production Remarks
70429.5104365.5305477214
35212218
65.547.5488350486
40.541
95.5498
317.8430350486303101
79354
53.538
4.65
3532
3504.54.5
4101
12147
603
96.510
44.5
Hourly Production
8.78.78.7
chainage
dam block
123456789
101112131415161718192021
22
23242526272829
30Spillway
U Pier 1
U Pier 2
U Pier 3
U Pier 4
U Pier 5
U Pier 6
M Pier 1
M Pier 2
M Pier 3
M Pier 4
M Pier 5
M Pier 6
D Pier 1
D Pier 2
D Pier 3
D Pier 4
D Pier 5
D Pier 6
D Overflow 1
D Overflow 2
D Overflow 3
D Overflow 4
D Overflow 5
M Overflow 1
M Overflow 2
M Overflow 3
M Overflow 4M Overflow 5
U Overflow 1
U Overflow 2
U Overflow 3
U Overflow 4
U Overflow 5
Upper Bend 1
Upper Bend 2
Upper Bend 3
Pipe Support 1
Pipe Support 2
Pipe Support 3
184m184m184m
184.9m184.9m184.9m184.9m184.9m184.9m184.9m184.9m184.9m184.9m170.5m170.5m170.5m
164m164m
184.9m184.9m184.9m
179m184.9m184.9m184.9m184.9m184.9m
183m183m
183m184.9m184.9m184.9m
181m181m
171.3m171.3m171.3m174.3m
144m144m113m113m119m141m138m135m
113.5m113.5m119.8m
118m127m
N/A156m156m
N/AN/A
167m167m167m167m164m
elevation/m July12
183-60.5% 179m-39.7%
Grider Type # Completed # Outstanding1 9 0 4.82 9 0 8.83 9 0 8.84 9 0 22.35 14 0 10.26 14 -5 8.87 2 2 9.68 13 -3 9.69 5 0 4.4
10 7 0 9.6Bulkhead Stoplog 18 0 48
13.565 84 13.5
13.555% 14.6
14.514.5
1 9.52 9 14.53 29.5
20.532.2
413231
32.523
27.727.528.5
2920302220
18.527.9
2931
29.729.914.8
22272829
Concrete Volume
28.824.524.924.524.524.524.5
3032.5
3031.232.5
3032.532.5
303030303016
8
Date Cover Board # Completed # Outstanding9/22/2012 8:40 1 36
2 243 84 35 26 1577 3948 49 8
1587.6 fire fighting tank
3/1/2013
3/21/2013
4/16/2013
5/14/20135/23/2013
######
Sunday, June 2, 2013##########################################
###############################################################
3/18/2014
28.2 S121.9 S2
1.5 S315 S410 S5
31.7 SB117.1 SB2
158
1.9
Concerte Volume
SUMMARY OF WORKS MAIN DAM -6/6/2012
Completed Works 1-7 @ EL184m
8-10 @ EL184.9m11 @ EL184.9m
12-13 @ EL183.5m14-16 @ EL170m
23 @ EL179m24-30 @ EL183m
Spillway PierUpstream Midstream Downstream
17 @ EL167m @ EL144m @ EL132m18 @ EL167m @ EL144m @ EL132m19 @ EL181m @ EL170m @ EL135m20 @ EL181m @ EL170m @ EL116.8m21 @ EL181m @ EL167m @ EL113.5m22 @ EL181m @ EL167m @ EL113.5m
Spillway Overflow ChuteUpstream Midstream Downstream
17-18 @ EL164m - @ EL120m18-19 @ EL164m - @ EL118m19-20 @ EL166.5m @ EL141m @ EL116.8m20-21 @ EL166.5m @ EL149m @ EL113.5m21-22 @ EL166.5m - @ EL113.5m
Apron14 @ EL95m15 @ EL88m16 @ EL87.5m17 @ EL77m18 @ EL76.5m19 @ EL78m20 @EL 78m21 -22 -
Below 183masl
10/22/2012
Below 122masl Below 150masl
Serviceable Serviceable Serviceable
Yes drilled
Yes drilled7/23/2013
drilled
No drilled
7/23/2013
drilled
No drilled
7/23/2013
drilled
No drilled drilled
Yes drilled drilled
Yesdrilled drilled
Yesdrilled drilled
Yesdrilled drilled
7/23/2013
Yesdrilled drilled
Yesdrilled drilled
Yesdrilled drilled
Yesdrilled drilled
No7/5/2013
drilled drilled
Yesdrilled
Yesdrilled
Yes drilled
Yes 3/18/2014
Yes
Yes
Yes
Yes
Location of Formed Drain
Location of Formed
Drain
Location of Formed Drain
Dam Blocks 8/7
Dam Blocks 5/6
Dam Blocks 7/6
Dam Blocks 8/9
Dam Blocks 6/7
Dam Blocks 6/5
Dam Blocks 9/10
Dam Blocks 7/8
Dam Blocks 5/4
Dam Blocks 10/11
Dam Blocks 8/9
Dam Blocks 4/3
Dam Blocks 11/12
Dam Blocks 9/10
Dam Blocks 3/2
Dam Blocks 12/13
Dam Blocks 10/11
Dam Blocks 22/21
Dam Blocks 13/14
Dam Blocks 11/12
Dam Blocks 21/20
Dam Blocks 14/15
Dam Blocks 12/13
Dam Blocks 20/19
Dam Blocks 15/16
Dam Blocks 13/14
Dam Blocks 19/18
Dam Blocks 16/17
Dam Blocks 14/15
Dam Blocks 18/17
Dam Blocks 17/18
Dam Blocks 15/16
Dam Blocks 22/23
Dam Blocks 17/19
Dam Blocks 16/17
Dam Blocks 23/24
Dam Blocks 19/20
Dam Blocks 17/18
Dam Blocks 17/16
Dam Blocks 20/21
Dam Blocks 18/19
Dam Blocks 16/15
Dam Blocks 21/22
Dam Blocks 15/14
Dam Blocks 22/23
Dam Blocks 14/13
Dam Blocks 23/24
Dam Blocks 25/24
Dam Blocks 26/25
Dam Blocks 26/27
Dam Blocks 27/28
Dam Blocks 28/29
Location Parapet Concreted (Yes/No) Screed Concreted (Yes/NoBlock 1 Yes Yes YesBlock 2 Yes Yes NoBlock 3 Yes YesBlock 4 Yes YesBlock 5 Yes YesBlock 6 Yes YesBlock 7 Yes YesBlock 8 Yes YesBlock 9 Yes YesBlock 10 Yes YesBlock 11 Yes YesBlock 12 Yes YesBlock 13 Yes YesBlock 14 No NoBlock 15 No NoBlock 16 No NoBlock 17 No NoBlock 18 Yes NoBlock 19 Yes NoBlock 20 Yes NoBlock 21 Yes NoBlock 22 Yes NoBlock 23 Yes NoBlock 24 Yes YesBlock 25 Yes YesBlock 26 Yes YesBlock 27 Yes YesBlock 28 Yes YesBlock 29 Yes YesBlock 30 Yes No
30 26 87%30 19 63%
67%83%
34 8 21% 10 1 10%4
Main DamWorks
Crest Upstream Parapet
Crest Downstream Guardrail
Crest Screed
Spillway Crane Rail
Spillway Girder Placement
Upstream Face Repair
Downstream Overflow Surface Repair
Dam Gallery Decoration
Access Road to Left Bank
Abutment Rework # 1 Penstock
Oil Sump and Pump House Block work
Oil Sump and Pump House Decoration
Mini-power Crane Platform
Downstream Non-Overflow Surface Repair
PowerhouseWorks
Exterior Walls Rework
Columns Reworking
Parapet
Access Road
Cover-Boards Reworking
Cover-Boards
Generator Floor Decoration
Slope Protection
Main Dam Done (@ 03.12.13 ) RemarksCompleted % Yes No
93% 28 250% 15 1593% 28 289% 8 1100% 50 087% 26 465% 3.25 1.750% 0 10% 0 1
100% 6 0
100% 5 0
85% 4.25 0.7550% 1 176% 19 6
PowerhouseCompleted %
69% 4335 1968.689% 637.5 76.5 Unit 3 el120m-133m95% 60 30% 0 1
#DIV/0!
#DIV/0!
95% 0.95 0.0550% 1.5 1.5
Done (@ 14.9.13 )Yes No
15 150 309 212 7
28 2224 6
2 30 10 1
5 1
2 3
0 50 2 216
273.5 6030.1160 554
0 630 1
0 10.75 3
Location Elevation Chainage Volume DateUnit # 1 3rd Stage 109-110 10.3 ###Unit # 1 parapet 110-111.57 7 Monday, October 7, 2013Unit # 2 parapet 110-111.57 6 ###Right wall 110-111.57 11 ###Transformer rail 109.6-110 16.5 ###
CUMULATIVE CONCRETE VOLUME 12232.6 0.940969Location Lifts Chainage Volume Remarks
pavement auxillary powerhouse 111.9-112.02 64.3-77.1 13.5pavement outlet channel 111.9-112.02 92.7-135 59outlet channel right wall 106-109.5 158-156 17outlet channel right wall 108-110 150.5-156 33main machine hall second stage 105.2-106.6 82-88.2 2outlet channel right wall 109.5-111.9 150.5-158 35septic tank 108.9-112 12.5equipment and transformer foundatio110.5-111.4 31.5prefabricated cover plate 111.8-112 4.5entrance way 111.8-112 15.3drainage trench 111.3-112 7.1
10900@12/01/15 111% 91.33Start Finish Duration Daily Production
Sunday, May 3, 2015Sunday, May 10, 2015Saturday, May 9, 2015
Friday, May 1, 2015Friday, May 15, 2015
###Monday, May 25, 2015
Friday, May 29, 2015######
Tuesday, June 2, 2015
Hourly Production
2.7112 0.2105110 0.714286
117.917