sa d ge tr 1167 0 summery of concrete statistical analysis
DESCRIPTION
All about ConcreteTRANSCRIPT
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LABORATORY
BUJAGALI HYDROELECTRIC POWER PROJECT, UGANDA
REV. 0
SUMMARY OF CONCRETE STATISTICAL (28 DAYS)SITE MATERIALS
Cement Type: 42.5N
AVERAGE STRENGTH
AVG
Kg/m3 N/mm2 N/mm2
STANDARD DEVATION CHARACTERISTIC STRENGTH
STDV Rck
Cement Content Concrete
class
Number of
SamplesMix Type
N/mm2
CYLINDER
380 C40 FC M6 64 45.28
Cement Type: 42.5N
AVERAGE STRENGTHCement Content Concrete Mi T
2.6 42.0
Number f
STANDARD DEVATION CHARACTERISTIC STRENGTH
STDV R k
CYLINDER
AVG
Kg/m3 N/mm2
330 C35 FC IB 511 38.01
Cement Type: 42.5N
N/mm2 N/mm2
2.2 35.2
CYLINDER
Content Concrete class Mix Type of Samples
STDV Rck
y
AVERAGE STRENGTH
AVG
Kg/m3 N/mm2
300 C35 FC IB-7 44 38 75 36.1
CHARACTERISTIC STRENGTH
STDV Rck
N/mm2 N/mm2
2.1
Cement Content Concrete
class Mix TypeNumber
of Samples
STANDARD DEVATION
300 C35 FC IB-7 44 38.75
Cement Type: 42.5N
AVERAGE STRENGTH
AVG
36.1
Number of
STANDARD DEVATION CHARACTERISTIC STRENGTH
STDV Rck
CYLINDER
Cement Content Concrete
l Mix Type
2.1
AVG
Kg/m3 N/mm2
300 C30 FC IB-2 242 33.2 1.7 31.0
of Samples
STDV Rck
N/mm2 N/mm2
class Mix Type
F th t t ELIAS HRcK = AVG - 1.28 x STDV
For the contractor: ELIAS H.
Page 2
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LABORATORY
BUJAGALI HYDROELECTRIC POWER PROJECT, UGANDA
REV. 0
SUMMARY OF CONCRETE STATISTICAL (28 DAYS)SITE MATERIALS
Cement Type: 42.5N
AVERAGE STRENGTH
AVG
Kg/m3 N/mm2
CHARACTERISTIC STRENGTH
STDV Rck
N/mm2 N/mm2
CYLINDER
Cement Content Concrete
class
Number of
SamplesMix Type
STANDARD DEVATION
310 C25 FC JC 103 30.9
Cement Type: 42.5N
AVERAGE STRENGTH CHARACTERISTIC STRENGTH
STDV R k
CYLINDER
Cement Content Concrete Mi T
Number f
STANDARD DEVIATION
1.6 28.9
AVG
Kg/m3 N/mm2
250 C20 FC S 14 25.43
Cement Type: 42.5NCYLINDER
STDV Rck
N/mm2 N/mm2
1.9 22.9
Content Concrete class Mix Type of Samples
y
AVERAGE STRENGTH
AVG
Kg/m3 N/mm2
250 C20 FC R 18 25 89
CHARACTERISTIC STRENGTH
STDV Rck
N/mm2 N/mm2
2.7 22.5
Cement Content Concrete
class Mix TypeNumber
of Samples
STANDARD DEVATION
250 C20 FC R 18 25.89
R K AVG 1 28 STDV
2.7 22.5
RcK = AVG - 1.28 x STDV
F th t t ELIAS HFor the contractor: ELIAS H.
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FC SFC IB 7
FC IB 2FC IB
FC M6FC JC
FC R
St. Dev.
Minimum
Average
Maximum
0.0
10.0
20.0
30.0
40.0
50.0
60.0
Statistical Analysis From Jan 2010 to Sept 2010
St. Dev.MinimumAverageMaximum
Page 4
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DateNote
Casted 2 days 7 days 28 days 90 days
02-01-10 1334 FC M6 C 40 42.5N 380 25.4 38.6 47.8 54.8 PH Unit 1 Lift P4
12-01-10 1382 FC M6 C 40 42.5N 380 26.3 38.8 48.2 S.SPILLWAY BARRELS 1,2 LINING
15-01-10 1398 FC M6 C 40 42.5N 380 22.9 37.2 46.6 S.SPILLWAY BARRELS 7,8 LIFT 7
18-01-10 1409 FC M6 C 40 42.5N 380 23.6 39.2 50.9 S.SPILLWAY BARRELS 9,10 LIFT 7
19-01-10 1415 FC M6 C 40 42.5N 380 21.1 34.4 46.4 S.SPILLWAY BARRELS 11,12 LIFT 7
20-01-10 1423 FC M6 C 40 42.5N 380 24.0 38.6 47.4 S.SPILLWAY BARRELS 13,14 LIFT 7
21-01-10 1428 FC M6 C 40 42.5N 380 25.2 38.2 48.5 S.SPILLWAY BARRELS 15,16 LIFT 7
25-01-10 1453 FC M6 C 40 42.5N 380 24.6 33.7 46.0 49.5 PH Unit 3 Lift P1
25-01-10 1448 FC M6 C 40 42.5N 380 21.7 30.4 46.9 S.SPILLWAY PRECAST BEAM
01-02-10 1479 FC M6 C 40 42.5N 380 22.9 31.6 44.7 48.7 SIPHON SPILLWAY PRECAST BEAM
18-02-10 1571 FC M6 C 40 42.5N 380 24.7 34.8 43.7 47.9 PH Unit 2 Lift P1
18-02-10 1577 FC M6 C 40 42.5N 380 25.0 35.1 44.0 50.6 PH Unit 2 Lift 16 Centre Wall
03-03-10 1638 FC M6 C 40 42.5N 380 22.2 34.6 44.0 51.4 GATED SPILLWAY SWC - A4 - C4
14-03-10 1692 FC M6 C 40 42.5N 380 22.9 34.8 43.5 47.0 PH Unit 2 Lift P3
15-03-10 1695 FC M6 C 40 42.5N 380 26.5 39.6 47.7 51.6 S.SPILLWAY BARRELS 1 - 4 LIFT 8
25-03-10 1742 FC M6 C 40 42.5N 380 22.2 36.3 42.5 48.8 S.SPILLWAY BARRELS 5 - 6 - 7 LIFT 8
01-04-10 1778 FC M6 C 40 42.5N 380 25.1 34.9 46.6 49.3 PH Unit 5 Lift 16C wall
17-04-10 1840 FC M6 C 40 42.5N 380 22.2 32.0 43.1 46.8 PH Unit 4 Lift P1
26-04-10 1869 FC M6 C 40 42.5N 380 23.5 33.4 42.7 46.8 PH Unit 4 Lift 18A
27-04-10 1871 FC M6 C 40 42.5N 380 27.1 36.9 44.6 49.8 PH Unit 3 Lift P3
27-04-10 1875 FC M6 C 40 42.5N 380 21.5 33.8 41.2 43.6 PH Unit 1 Lift P6
28-04-10 1877 FC M6 C 40 42.5N 380 22.2 35.6 43.2 46.2 PH Unit 3 Lift 17 Centre wall
04-05-10 1888 FC M6 C 40 42.5N 380 24.7 35.6 45.0 49.5 SIPHON SPILLWAY BARRELS 10, 11, 12, 13 LIFT 8
01-06-10 1985 FC M6 C 40 42.5N 380 23.8 33.6 44.4 49.8 PH Unit 3 Lift 18B
03-06-10 1991 FC M6 C 40 42.5N 380 25.8 36.7 50.6 57.2 PH Unit 1 Lift 8B
05-06-10 1997 FC M6 C 40 42.5N 380 24.5 36.3 41.6 50.9 PH Unit 2 P6A Centre
06-06-10 2000 FC M6 C 40 42.5N 380 27.0 37.2 46.1 53.2 PH Unit 1 Lift 9B
10-06-10 2013 FC M6 C 40 42.5N 380 24.1 33.1 42.1 50.8 PH Unit 3 Internal wall P3A, P4A & P5A
15-06-10 2038 FC M6 C 40 42.5N 380 24.8 33.4 41.1 45.6 PH Unit 1 Lift P10
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Sep-10
Summary of Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)Concrete
class
Page 5
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DateNote
Casted 2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Sep-10
Summary of Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)Concrete
class
16-06-10 2041 FC M6 C 40 42.5N 380 25.8 37.5 47.3 55.3 PH Unit 5 P1
18-06-10 2046 FC M6 C 40 42.5N 380 24.6 32.2 43.7 47.6 PH Unit 1 Lift 92
19-06-10 2054 FC M6 C 40 42.5N 380 21.0 33.6 45.9 54.2 GATED SPILLWAY SWD- D1 WALL
21-06-10 2057 FC M6 C 40 42.5N 380 22.7 37.0 46.3 52.7 SIPHON SPILLWAY BARRELS 1 - 2 - 3 LIFT 18
25-06-10 2072 FC M6 C 40 42.5N 380 26.2 37.9 49.6 56.9 PH Unit 4 Lift P3B
30-06-10 2093 FC M6 C 40 42.5N 380 21.6 32.2 44.5 47.6 S.Y. CONTROL BUILDING DECK A, B, C/1, 2, 3
01-07-10 2096 FC M6 C 40 42.5N 380 25.9 36.7 51.0 60.6 PH Unit 4 P4B
09-07-10 2111 FC M6 C 40 42.5N 380 23.4 32.8 44.0 50.3 PH Unit 2 lift P6
10-07-10 2113 FC M6 C 40 42.5N 380 24.8 33.3 42.7 48.5 PH Unit 3 P6A
18-07-10 2135 FC M6 C 40 42.5N 380 22.2 32.5 40.8 47.7 PH Unit 5 Lift 18A Centre wall
28-07-10 2170 FC M6 C 40 42.5N 380 25.1 37.6 48.6 59.9 PH Unit 2 Lift P8B
30-07-10 2180 FC M6 C 40 42.5N 380 23.9 32.1 43.3 50.4 PH Unit 1 Lift P12
04-08-10 2187 FC M6 C 40 42.5N 380 23.1 35.6 47.5 53.3 PH Unit 2 P9B
04-08-10 2189 FC M6 C 40 42.5N 380 24.8 33.7 44.9 48.7 PH Unit 1 Portion of Lift 29A
08-08-10 2201 FC M6 C 40 42.5N 380 25.5 35.6 43.7 50.9 PH Unit 1 Portion of Lift 29A
09-08-10 2204 FC M6 C 40 42.5N 380 24.3 37.1 48.0 GATED SPILLWAY SWC- WHEEL GATE A4
11-08-10 2210 FC M6 C 40 42.5N 380 23.2 36.5 45.7 PH Unit 1 Lift 30A 3rd Portion
12-08-10 2211 FC M6 C 40 42.5N 380 23.4 32.7 43.3 PH Unit 5 Lift P3
14-08-10 2221 FC M6 C 40 42.5N 380 21.3 37.3 47.1 PH Unit 1 C/P for Lift 25A & wall 19 1st Portion
16-08-10 2222 FC M6 C 40 42.5N 380 23.8 34.6 42.6 G. SPILLWAY SWC- AS EMERGENCY WHEEL GATE
18-08-10 2227 FC M6 C 40 42.5N 380 23.2 36.6 46.9 PH Unit 4 Lift 25A 1st Portion
19-08-10 2230 FC M6 C 40 42.5N 380 22.7 31.7 42.8 PH Unit 1 2nd Stage of contriliver portion wall 18, 19 & Lift 29 - 30
19-08-10 2228 FC M6 C 40 42.5N 380 25.7 37.3 47.0 G. SPILLWAY SEW- 1 - 5 EMERGENCY WHEEL GATE
22-08-10 2241 FC M6 C 40 42.5N 380 25.3 36.1 44.5 PH Unit 1 Lift P13
25-08-10 2247A FC M6 C 40 42.5N 380 23.8 34.6 41.6 PH Unit 1 Lift 30 AXIS 21
26-08-10 2252 FC M6 C 40 42.5N 380 21.3 31.4 41.8 PH Unit 1 3rd Stage of contrilever portion Lift 29 & wall 19
27-08-10 2257 FC M6 C 40 42.5N 380 25.4 38.9 49.3 PH Unit 5 Lift P4B
30-08-10 2266 FC M6 C 40 42.5N 380 22.4 31.4 40.5 PH Unit 2 Lift P10
02-09-10 2274 FC M6 C 40 42.5N 380 27.8 35.7 44.8 PH Over gravity dam 3rd portion cantilever wall 20 & Unit 1 lift 31A
Page 6
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DateNote
Casted 2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Sep-10
Summary of Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)Concrete
class
02-09-10 2278 FC M6 C 40 42.5N 380 24.8 33.6 44.6 G. SPILLWAY SWD - A11 - B11 - C11
05-09-10 2284 FC M6 C 40 42.5N 380 24.2 34.6 43.0 PH Unit 1 Cantilever Portion lift 31 of Middle wall
06-09-10 2286 FC M6 C 40 42.5N 380 26.1 35.6 47.4 PH Unit 1Over gravity dam left wall
14-09-10 2305 FC M6 C 40 42.5N 380 23.4 33.9 43.2 PH Unit 5 Lift 20A
14-09-10 2306 FC M6 C 40 42.5N 380 21.3 37.4 47.5 PH Unit 3 P6
30-09-10 2350 FC M6 C 40 42.5N 380 27.0 36.2 44.9 PH Unit 2 Lift 29A Cantilever Lift C wall
45.1840.551.02.6
Design Characteristic Strength = 25N/mm2Actual Characteristic Strength of the mix =
Rck = AVG - K x STD 41.9 N/mm2 If expected low percent value is 10%
For the contractor: ELIAS H.
K = 1.28
AverageMinimumMaximum
Standard Deviation
Page 7
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DateNote
Casted 2 days 7 days 28 days 90 days
04-01-10 1343 FC IB C 35 42.5N 330 17.2 30.1 39.1 GATED SPILLWAY SWB - A8, C8
06-01-10 1348 FC IB C 35 42.5N 330 24.0 30.9 41.9 GATED SPILLWAY SWB - B2
08-01-10 1362 FC IB C 35 42.5N 330 17.6 29.7 36.2 GATED SPILLWAY SWE - A7 - E7
10-01-10 1371 FC IB C 35 42.5N 330 18.8 29.3 36.8 45.6 PH Unit 1 Lift 62 Wall Axis 17 - 18
10-01-10 1373 FC IB C 35 42.5N 330 18.1 29.8 38.4 GATED SPILLWAY SWB - D10
10-01-10 1374 FC IB C 35 42.5N 330 17.7 30.5 41.8 S.SPILLWAY BARRELS 1,2 LIFT 4A
11-01-10 1380 FC IB C 35 42.5N 330 18.3 29.6 38.0 45.3 PH Unit 1 Lift 64 Column axis 17
12-01-10 1379 FC IB C 35 42.5N 330 22.4 30.4 41.0 GATED SPILLWAY SWE - B7
12-01-10 1378 FC IB C 35 42.5N 330 23.3 31.3 43.0 51.4 APPRON SLAB
13-01-10 1384 FC IB C 35 42.5N 330 19.6 28.8 36.5 44.4 PH Unit 5 Lift 15 - B4
13-01-10 1387 FC IB C 35 42.5N 330 16.9 28.9 39.6 S.S. BARRELS 1,2 LIFT 4A - 5A
14-01-10 1395 FC IB C 35 42.5N 330 17.1 27.6 36.4 44.8 PH Unit 1 Lift 64 Column axis 17
14-01-10 1391 FC IB C 35 42.5N 330 20.1 30.0 40.1 GATED SPILLWAY SWC - C2
14-01-10 1394 FC IB C 35 42.5N 330 17.7 31.3 38.8 GATED SPILLWAY SLAB - NR.1
14-01-10 1393 FC IB C 35 42.5N 330 17.3 29.6 40.6 45.6 APPRON SLAB
15-01-10 1396 FC IB C 35 42.5N 330 16.0 29.4 37.1 42.8 PH Unit 3 Lift 15B4
16-01-10 1399 FC IB C 35 42.5N 330 18.2 29.5 40.0 GATED SPILLWAY SWD - C1 - A
16-01-10 1402 FC IB C 35 42.5N 330 20.0 30.8 41.8 S.S. BARREL 1 Lift 4A WALL
16-01-10 1403 FC IB C 35 42.5N 330 19.0 32.2 44.5 S.SPILLWAY BARRELS 3,4 LIFT 4B
17-01-10 1406 FC IB C 35 42.5N 330 20.8 31.0 43.8 50.5 APPRON SLAB
18-01-10 1410 FC IB C 35 42.5N 330 15.9 26.5 37.8 GATED SPILLWAY SWC - A2
19-01-10 1420 FC IB C 35 42.5N 330 16.8 28.3 40.6 S.SPILLWAY BARRELS 3,4 LIFT 4A WALL
20-01-10 1425 FC IB C 35 42.5N 330 18.9 27.8 35.0 40.5 PH UNIT 1 Lift 21A
20-01-10 1424 FC IB C 35 42.5N 330 17.3 26.7 38.2 G.SPILLWAY SLAB UPSTREAM BTN. WALL A&B
21-01-10 1426 FC IB C 35 42.5N 330 16.1 25.4 38.4 G.SPILLWAY SLAB D/STREAM (SB - SR)
22-01-10 1434 FC IB C 35 42.5N 330 17.5 30.6 41.9 GATED SPILLWAY SWA - B11 - C11
22-01-10 1433 FC IB C 35 42.5N 330 16.3 31.3 42.0 44.0 APPRON SLAB
23-01-10 1435 FC IB C 35 42.5N 330 20.2 28.5 38.9 GATED SPILLWAY SW - HL
23-01-10 1440 FC IB C 35 42.5N 330 15.7 30.3 39.9 GATED SPILLWAY SWA - SBG
23-01-10 1438 FC IB C 35 42.5N 330 16.7 30.3 41.4 S.SPILLWAY BARRELS 1-2-5, 6, 2, 3 - 3, 4 LIFT 4A & 4B
25-01-10 1451 FC IB C 35 42.5N 330 17.0 28.5 37.4 GATED SPILLWAY SB - 11
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Sep-10
Summary of Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)Concrete
classCement
typeCement (Kg/m3)
LABORATORY
SITE MATERIALS
Sample Ref.
Page 8
-
DateNote
Casted 2 days 7 days 28 days 90 days
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Sep-10
Summary of Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)Concrete
classCement
typeCement (Kg/m3)
LABORATORY
SITE MATERIALS
Sample Ref.
25-01-10 1449 FC IB C 35 42.5N 330 17.4 29.1 40.6 S.SPILLWAY BARRELS 7 - 8 LIFT 4A & 5A
26-01-10 1458 FC IB C 35 42.5N 330 17.5 26.6 37.9 GATED SPILLWAY SWA - BASE
26-01-10 1456 FC IB C 35 42.5N 330 18.9 31.1 39.1 S.SPILLWAY BARRELS 4 - 5 & 9 - 10 LIFT 4A & 5A
27-01-10 1459 FC IB C 35 42.5N 330 20.6 28.6 39.8 GATED SPILLWAY SWA - SBH
27-01-10 1461 FC IB C 35 42.5N 330 15.7 27.5 36.3 S.SPILLWAY BARRELS 5 - 6 - 7, 7 - 8 LIFT 4B
28-01-10 1462 FC IB C 35 42.5N 330 18.2 31.2 42.6 GATED SPILLWAY SWB - C9 - A9
28-01-10 1467 FC IB C 35 42.5N 330 15.4 28.2 37.4 40.1 APPRON SLAB
29-01-10 1468 FC IB C 35 42.5N 330 17.6 28.7 36.6 39.8 PH UNIT 2 Lift 82B D/Stream Slab29-01-10 1472 FC IB C 35 42.5N 330 15.6 29.9 40.7 GATED SPILLWAY SWA - SBH
29-01-10 1471 FC IB C 35 42.5N 330 16.3 27.1 37.6 43.7 APPRON SLAB
30-01-10 1474 FC IB C 35 42.5N 330 20.8 31.2 40.1 GATED SPILLWAY SWD - B1
30-01-10 1476 FC IB C 35 42.5N 330 17.3 29.4 40.8 GATED SPILLWAY SWF - 7
01-02-10 1478 FC IB C 35 42.5N 330 18.2 27.3 37.3 43.1 S.SPILLWAY BARRELS 1,2 LIFT 6A
01-02-10 1480 FC IB C 35 42.5N 330 17.4 28.6 37.1 42.1 S.SPILLWAY BARRELS 11 - 12 LIFT 4A & 5A WALL
01-02-10 1477 FC IB C 35 42.5N 330 18.2 27.0 36.4 40.5 CARPENTRY WORKSHOP PRECAST BEAM
02-02-10 1485 FC IB C 35 42.5N 330 17.2 29.6 40.4 45.2 GATED SPILLWAY SWH - 2
02-02-10 1486 FC IB C 35 42.5N 330 16.5 28.4 37.1 44.9 GATED SPILLWAY SWA - SLAB DOWNSTREAM
02-02-10 1484 FC IB C 35 42.5N 330 16.7 28.6 38.6 43.3 S.SPILLWAY BARRELS 9 - 10, 10 - 11 LIFT 4B
02-02-10 1483 FC IB C 35 42.5N 330 16.6 28.4 35.9 40.6 CARPENTRY WORKSHOP PRECAST BEAM
03-02-10 1487 FC IB C 35 42.5N 330 17.3 29.7 37.4 41.8 GATED SPILLWAY SWB - D10
03-02-10 1488 FC IB C 35 42.5N 330 16.2 28.7 38.3 42.8 CARPENTRY WORKSHOP PRECAST BEAM
03-02-10 1490 FC IB C 35 42.5N 330 16.5 28.8 38.8 43.8 SIPHON SPILLWAY PRECAST BEAM
04-02-10 1493 FC IB C 35 42.5N 330 17.8 26.8 37.1 41.9 GATED SPILLWAY SWA - A11
04-02-10 1496 FC IB C 35 42.5N 330 16.5 27.7 38.6 43.5 S.SPILLWAY BARRELS 2 - 3, 11 - 12 LIFT 4A
04-02-10 1495 FC IB C 35 42.5N 330 16.5 25.7 36.4 39.8 CARPENTRY WORKSHOP PRECAST BEAM
05-02-10 1500 FC IB C 35 42.5N 330 19.5 30.7 40.7 45.2 GATED SPILLWAY SWF - 8
05-02-10 1502 FC IB C 35 42.5N 330 16.5 27.9 36.5 40.6 GATED SPILLWAY SWA - SB1
05-02-10 1499 FC IB C 35 42.5N 330 16.7 26.7 36.2 40.3 CARPENTRY WORKSHOP PRECAST BEAM
06-02-10 1508 FC IB C 35 42.5N 330 17.4 27.3 36.6 42.9 GATED SPILLWAY SWE - A7 - C7
06-02-10 1510 FC IB C 35 42.5N 330 18.6 28.3 39.3 45.4 S.SPILLWAY BARRELS 3-5 LIFT 6A
06-02-10 1507 FC IB C 35 42.5N 330 17.4 27.5 38.9 45.8 CARPENTRY WORKSHOP PRECAST BEAM
Page 9
-
DateNote
Casted 2 days 7 days 28 days 90 days
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Sep-10
Summary of Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)Concrete
classCement
typeCement (Kg/m3)
LABORATORY
SITE MATERIALS
Sample Ref.
06-02-10 1509 FC IB C 35 42.5N 330 17.9 27.9 38.1 46.8 APPRON SLAB
06-02-10 1512 FC IB C 35 42.5N 330 17.6 27.5 36.2 39.7 APPRON SLAB
07-02-10 1514 FC IB C 35 42.5N 330 23.6 30.1 40.6 46.6 PH Unit 1 Lift 22A&22B
07-02-10 1515 FC IB C 35 42.5N 330 17.8 29.6 40.8 47.3 S.SPILLWAY BARREL 1 LIFT 4B
07-02-10 1517 FC IB C 35 42.5N 330 17.5 28.9 38.6 43.7 S.SPILLWAY BARRELS 11 - 12, 12 - 13 LIFT 4B
07-02-10 1516 FC IB C 35 42.5N 330 16.9 28.8 39.6 45.4 CARPENTRY WORKSHOP PRECAST BEAM
08-02-10 1519 FC IB C 35 42.5N 330 15.9 26.6 36.1 39.4 GATED SPILLWAY SWF - 9-10
08-02-10 1521 FC IB C 35 42.5N 330 17.3 29.4 40.8 46.1 S.SPILLWAY BARRELS 1 - 2 LIFT 6B BAR. 7 - 5 LIFT 5
08-02-10 1518 FC IB C 35 42.5N 330 16.5 27.0 36.8 41.9 CARPENTRY WORKSHOP PRECAST BEAM
09-02-10 1526 FC IB C 35 42.5N 330 16.3 28.0 36.3 41.8 GATED SPILLWAY SWE - B8
09-02-10 1527 FC IB C 35 42.5N 330 16.9 29.6 39.9 45.1 S.SPILLWAY BARRELS 12 - 13, 14 - 15 LIFT 4A, 5A&4B
10-02-10 1531 FC IB C 35 42.5N 330 16.8 27.2 38.0 44.6 GATED SPILLWAY SWA - J5
10-02-10 1533 FC IB C 35 42.5N 330 17.0 30.1 42.6 48.1 S.SPILLWAY BARRELS 12 - 13 LIFT 4A & 5A
10-02-10 1534 FC IB C 35 42.5N 330 18.2 30.6 43.2 46.8 S.SPILLWAY BARRELS 4 - 5 LIFT 6A
10-02-10 1532 FC IB C 35 42.5N 330 15.5 29.1 36.8 40.8 CARPENTRY WORKSHOP PRECAST BEAM
10-02-10 1530 FC IB C 35 42.5N 330 17.0 28.8 39.2 46.3 APPRON SLAB
11-02-10 1537 FC IB C 35 42.5N 330 18.1 27.0 35.5 41.6 GATED SPILLWAY SWA - SBJ
11-02-10 1543 FC IB C 35 42.5N 330 16.6 27.3 36.3 41.9 GATED SPILLWAY SWB - A10-C10
11-02-10 1541 FC IB C 35 42.5N 330 16.2 28.9 37.0 41.2 S.SPILLWAY BARRELS 2 - 3, 3 - 4 LIFT 6B
11-02-10 1538 FC IB C 35 42.5N 330 17.3 28.3 37.8 43.6 CARPENTRY WORKSHOP PRECAST BEAM
12-02-10 1544 FC IB C 35 42.5N 330 18.6 26.9 36.4 41.1 GATED SPILLWAY SWH - H2
12-02-10 1546 FC IB C 35 42.5N 330 16.6 28.3 37.8 41.9 S.SPILLWAY BARREL 1 LIFT 5A
12-02-10 1545 FC IB C 35 42.5N 330 17.6 27.4 37.6 42.0 CARPENTRY WORKSHOP PRECAST BEAM
13-02-10 1547 FC IB C 35 42.5N 330 23.2 32.3 41.6 47.1 GATED SPILLWAY SWE - A9-C9
13-02-10 1553 FC IB C 35 42.5N 330 17.8 28.6 38.7 44.9 S.SPILLWAY BARRELS 1 - 2, 3 - 4 LIFT 7A
13-02-10 1551 FC IB C 35 42.5N 330 16.5 27.1 36.6 40.8 CARPENTRY WORKSHOP PRECAST BEAM
13-02-10 1552 FC IB C 35 42.5N 330 15.6 25.4 34.4 38.6 CARPENTRY WORKSHOP PRECAST CABLE DUCT
13-02-10 1549 FC IB C 35 42.5N 330 16.9 27.2 39.3 43.9 APPRON SLAB
14-02-10 1555 FC IB C 35 42.5N 330 16.0 28.9 37.1 41.3 GATED SPILLWAY SWA G - H1 WALL
15-02-10 1557 FC IB C 35 42.5N 330 17.3 28.1 39.6 45.2 S. SPILLWAY BARRELS 13 - 14 LIFT 4A&5A
15-02-10 1556 FC IB C 35 42.5N 330 18.2 27.0 36.8 40.4 CARPENTRY WORKSHOP PRECAST BEAM
Page 10
-
DateNote
Casted 2 days 7 days 28 days 90 days
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Sep-10
Summary of Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)Concrete
classCement
typeCement (Kg/m3)
LABORATORY
SITE MATERIALS
Sample Ref.
16-02-10 1560 FC IB C 35 42.5N 330 23.4 32.2 43.0 48.4 GATED SPILLWAY SWC - A3-C3 WALL
16-02-10 1562 FC IB C 35 42.5N 330 15.7 26.6 36.6 41.3 S.SPILLWAY BARRELS 4 - 5, 5 - 6 LIFT 6B
17-02-10 1565 FC IB C 35 42.5N 330 17.0 28.3 38.6 43.4 GATED SPILLWAY SWA - H1
17-02-10 1567 FC IB C 35 42.5N 330 17.9 27.1 37.7 41.6 GATED SPILLWAY SWA - D7-E7
17-02-10 1569 FC IB C 35 42.5N 330 17.3 29.2 40.8 45.1 S.SPILLWAY BARREL 1 LIFT 5B
17-02-10 1566 FC IB C 35 42.5N 330 17.4 27.4 36.6 40.3 CARPENTRY WORKSHOP PRECAST BEAM
17-02-10 1570 FC IB C 35 42.5N 330 17.4 30.6 43.7 46.4 APPRON SLAB
18-02-10 1572 FC IB C 35 42.5N 330 23.4 32.3 42.8 49.7 GATED SPILLWAY SWE - B9-1
18-02-10 1573 FC IB C 35 42.5N 330 17.1 28.3 37.8 40.8 S.SPILLWAY BARRELS 9 - 10, 10 - 11 LIFT 5B
18-02-10 1574 FC IB C 35 42.5N 330 16.9 27.6 37.1 41.6 CARPENTRY WORKSHOP PRECAST BEAM
19-02-10 1580 FC IB C 35 42.5N 330 17.0 28.8 39.6 44.4 GATED SPILLWAY SWA - C12
19-02-10 1582 FC IB C 35 42.5N 330 16.0 26.4 38.4 42.1 S.SPILLWAY BARRELS 2 - 3 LIFT 6A
19-02-10 1581 FC IB C 35 42.5N 330 15.6 28.4 37.8 41.5 CARPENTRY WORKSHOP PRECAST BEAM
21-02-10 1590 FC IB C 35 42.5N 330 18.7 28.2 37.6 44.6 GATED SPILLWAY SWE - D92
21-02-10 1591 FC IB C 35 42.5N 330 17.8 27.7 36.2 42.5 GATED SPILLWAY SWB - C11
21-02-10 1588 FC IB C 35 42.5N 330 20.4 32.9 43.3 50.8 S.SPILLWAY BARRELS 4C - 1 BAR. 1 - 2 LIFT 3C
21-02-10 1589 FC IB C 35 42.5N 330 22.8 30.4 44.0 49.6 APPRON SLAB
22-02-10 1592 FC IB C 35 42.5N 330 18.4 28.9 36.2 45.2 GATED SPILLWAY SWA - E&D LIFT 8
22-02-10 1595 FC IB C 35 42.5N 330 16.5 27.3 37.4 40.3 GATED SPILLWAY SWA - K2
22-02-10 1596 FC IB C 35 42.5N 330 16.3 28.1 38.4 41.2 S.SPILLWAY BARRELS 11 - 12, 13 - 14 LIFT 6A
23-02-10 1597 FC IB C 35 42.5N 330 17.4 30.5 39.5 45.3 GATED SPILLWAY SWA - H1
23-02-10 1599 FC IB C 35 42.5N 330 16.8 29.2 35.8 42.4 GATED SPILLWAY SWE - A & C10
23-02-10 1598 FC IB C 35 42.5N 330 15.7 28.5 36.9 40.2 CARPENTRY WORKSHOP PRECAST BEAM
23-02-10 1601 FC IB C 35 42.5N 330 24.3 31.9 45.8 50.8 APPRON SLAB
24-02-10 1604 FC IB C 35 42.5N 330 17.0 28.8 37.5 43.4 S.SPILLWAY BARRELS 13 - 15 LIFT 5B
25-02-10 1615 FC IB C 35 42.5N 330 16.7 28.8 37.8 42.6 SIPHON SPILLWAY AXIS 13 LIFT 6A
25-02-10 1610 FC IB C 35 42.5N 330 16.7 27.9 37.8 44.3 CARPENTRY WORKSHOP PRECAST BEAM
25-02-10 1613 FC IB C 35 42.5N 330 16.3 29.0 40.6 44.4 APPRON SLAB
26-02-10 1618 FC IB C 35 42.5N 330 16.3 27.8 36.2 41.2 GATED SPILLWAY SWA - D9 - E9
26-02-10 1619 FC IB C 35 42.5N 330 17.5 26.0 38.3 41.1 GATED SPILLWAY SWA - G3
26-02-10 1622 FC IB C 35 42.5N 330 17.3 30.1 40.6 45.3 SIPHON SPILLWAY SS 1 - 4 C2
Page 11
-
DateNote
Casted 2 days 7 days 28 days 90 days
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Sep-10
Summary of Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)Concrete
classCement
typeCement (Kg/m3)
LABORATORY
SITE MATERIALS
Sample Ref.
26-02-10 1620 FC IB C 35 42.5N 330 18.5 26.8 35.8 38.5 SIPHON SPILLWAY PRECAST BEAM
01-03-10 1628 FC IB C 35 42.5N 330 17.7 28.2 37.8 41.5 SIPHON SPILLWAY AXIS 15 LIFT 6A
02-03-10 1629 FC IB C 35 42.5N 330 20.7 29.2 41.3 45.6 GATED SPILLWAY SWC - F1
02-03-10 1637 FC IB C 35 42.5N 330 16.1 26.4 36.5 40.3 GATED SPILLWAY SWC - A4 - C4
02-03-10 1634 FC IB C 35 42.5N 330 16.7 27.3 36.9 40.8 SIPHON SPILLWAY AXIS 21 LIFT 6A
02-03-10 1635 FC IB C 35 42.5N 330 17.2 28.4 38.6 43.4 SIPHON SPILLWAY AXIS 23 LIFT 5B
02-03-10 1636 FC IB C 35 42.5N 330 16.3 27.1 36.8 39.9 SIPHON SPILLWAY AXIS 27 LIFT 5B
02-03-10 1631 FC IB C 35 42.5N 330 15.3 27.4 38.5 41.9 CARPENTRY WORKSHOP PRECAST BEAM
03-03-10 1639 FC IB C 35 42.5N 330 17.3 28.9 39.2 44.3 GATED SPILLWAY SWE - B10
03-03-10 1642 FC IB C 35 42.5N 330 16.6 27.6 37.2 41.3 S.SPILLWAY BARRELS 3 - 4 LIFT 3C
04-03-10 1645 FC IB C 35 42.5N 330 17.0 29.1 40.6 44.8 SIPHON SPILLWAY AXIS 27 LIFT 6A
05-03-10 1651 FC IB C 35 42.5N 330 16.6 27.5 36.9 39.4 GATED SPILLWAY SWA - D10
05-03-10 1653 FC IB C 35 42.5N 330 15.9 28.6 39.2 42.7 SIPHON SPILLWAY SS - 1 LIFT 5C
05-03-10 1650 FC IB C 35 42.5N 330 15.9 27.8 36.8 39.0 APPRON SLAB
06-03-10 1655 FC IB C 35 42.5N 330 16.8 27.6 38.4 43.6 GATED SPILLWAY SWA - K3
06-03-10 1657 FC IB C 35 42.5N 330 16.8 27.1 37.6 42.2 GATED SPILLWAY SWA - F1
06-03-10 1656 FC IB C 35 42.5N 330 16.7 28.5 39.4 44.1 CARPENTRY WORKSHOP PRECAST BEAM
08-03-10 1662 FC IB C 35 42.5N 330 17.3 28.3 37.8 43.1 SIPHON SPILLWAY AXIS 21 LIFT 7A
09-03-10 1664 FC IB C 35 42.5N 330 17.3 27.3 36.9 39.3 GATED SPILLWAY SWC - B3
09-03-10 1667 FC IB C 35 42.5N 330 16.2 28.1 38.8 41.1 SIPHON SPILLWAY AXIS 25 LIFT 6A
09-03-10 1665 FC IB C 35 42.5N 330 17.3 27.8 37.4 40.7 CARPENTRY WORKSHOP PRECAST BEAM
10-03-10 1668 FC IB C 35 42.5N 330 20.3 27.8 36.2 39.9 GATED SPILLWAY G4 WALL
10-03-10 1671 FC IB C 35 42.5N 330 16.2 27.8 37.3 41.4 SIPHON SPILLWAY AXIS 13 LIFT 6A
11-03-10 1674 FC IB C 35 42.5N 330 16.7 28.0 37.6 40.7 GATED SPILLWAY SB - S9 SLAB
11-03-10 1676 FC IB C 35 42.5N 330 17.3 28.8 38.2 45.6 GATED SPILLWAY SB - S9 SLAB
11-03-10 1679 FC IB C 35 42.5N 330 15.6 28.7 38.6 41.4 SIPHON SPILLWAY AXIS 27 LIFT 6B
11-03-10 1678 FC IB C 35 42.5N 330 15.1 29.0 39.8 42.5 APPRON SLAB
12-03-10 1681 FC IB C 35 42.5N 330 16.2 27.3 37.1 40.6 GATED SPILLWAY SWE - A - C11 WALL
12-03-10 1684 FC IB C 35 42.5N 330 16.6 27.3 39.4 43.8 SIPHON SPILLWAY AXIS 3 LIFT 7B - 10B
14-03-10 1690 FC IB C 35 42.5N 330 16.4 27.7 36.8 40.3 PH Unit 2 Lift P2
14-03-10 1691 FC IB C 35 42.5N 330 15.3 27.2 37.6 41.8 SIPHON SPILLWAY SS - 1 LIFT 6A
Page 12
-
DateNote
Casted 2 days 7 days 28 days 90 days
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Sep-10
Summary of Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)Concrete
classCement
typeCement (Kg/m3)
LABORATORY
SITE MATERIALS
Sample Ref.
16-03-10 1697 FC IB C 35 42.5N 330 18.0 27.0 36.7 38.7 GATED SPILLWAY SWB - A - 11
17-03-10 1699 FC IB C 35 42.5N 330 20.7 28.1 36.3 39.1 GATED SPILLWAY SWB - B4
17-03-10 1702 FC IB C 35 42.5N 330 16.8 27.1 39.2 44.3 SIPHON SPILLWAY AXIS 13 LIFT 7A
17-03-10 1704 FC IB C 35 42.5N 330 15.4 26.0 36.6 39.4 APPRON SLAB
18-03-10 1707 FC IB C 35 42.5N 330 17.0 26.4 36.1 39.9 SIPHON SPILLWAY SS - 1 LIFT 6B - 6C
19-03-10 1710 FC IB C 35 42.5N 330 20.4 31.3 38.6 41.6 GATED SPILLWAY SWA - D11 - E11
19-03-10 1714 FC IB C 35 42.5N 330 20.7 30.8 38.7 41.2 APPRON SLAB
20-03-10 1718 FC IB C 35 42.5N 330 21.5 32.8 40.8 44.8 GATED SPILLWAY SWC - D1
20-03-10 1721 FC IB C 35 42.5N 330 15.8 26.6 36.1 39.9 GATED SPILLWAY SWA - H2
20-03-10 1719 FC IB C 35 42.5N 330 17.0 28.3 36.9 40.3 SIPHON SPILLWAY AXIS 25 LIFT 6B
20-03-10 1720 FC IB C 35 42.5N 330 19.0 30.9 36.9 41.2 SIPHON SPILLWAY AXIS 27 LIFT 7A
21-03-10 1723 FC IB C 35 42.5N 330 16.9 28.4 37.2 41.6 GATED SPILLWAY SWB - B11
23-03-10 1729 FC IB C 35 42.5N 330 17.2 29.8 38.6 43.5 PH Unit 4 Lift 58 Axis 5
24-03-10 1734 FC IB C 35 42.5N 330 18.5 28.9 37.4 39.0 GATED SPILLWAY SWD - J1
24-03-10 1736 FC IB C 35 42.5N 330 16.6 27.3 36.9 39.8 SIPHON SPILLWAY AXIS 29 LIFT 2A
25-03-10 1741 FC IB C 35 42.5N 330 15.9 26.8 37.0 40.5 PH Unit 4 Lift 84
25-03-10 1738 FC IB C 35 42.5N 330 20.3 27.2 41.6 46.2 GATED SPILLWAY SB - S8
25-03-10 1743 FC IB C 35 42.5N 330 16.0 28.7 38.2 41.9 GATED SPILLWAY SWD - A2 - C2
26-03-10 1748 FC IB C 35 42.5N 330 15.6 25.2 35.9 39.4 PH Unit 1 Lift 25B 1st Piece
26-03-10 1749 FC IB C 35 42.5N 330 18.2 30.1 39.2 41.8 S.SPILLWAY BARRELS 5 - 6 - 7 LIFT 3C
26-03-10 1744 FC IB C 35 42.5N 330 19.7 30.3 38.5 40.4 APPRON SLAB
26-03-10 1746 FC IB C 35 42.5N 330 19.8 30.1 38.6 40.6 APPRON SLAB
27-03-10 1750 FC IB C 35 42.5N 330 17.8 28.3 37.6 41.4 GATED SPILLWAY SWA - HA
27-03-10 1755 FC IB C 35 42.5N 330 16.4 26.9 36.2 39.2 GATED SPILLWAY SWD - F - E - O
27-03-10 1756 FC IB C 35 42.5N 330 17.2 28.3 39.8 44.1 SIPHON SPILLWAY AXIS 7 LIFT 7B - 10B
28-03-10 1758 FC IB C 35 42.5N 330 16.6 28.6 37.0 42.4 APPRON SLAB
29-03-10 1761 FC IB C 35 42.5N 330 17.9 26.4 36.4 40.1 GATED SPILLWAY SWC - A5
30-03-10 1764 FC IB C 35 42.5N 330 16.2 28.7 36.4 40.0 GATED SPILLWAY SB - S8
30-03-10 1767 FC IB C 35 42.5N 330 16.2 27.1 36.8 40.3 GATED SPILLWAY SB - S8
30-03-10 1770 FC IB C 35 42.5N 330 16.3 26.9 35.2 38.7 GATED SPILLWAY SWA - H3
30-03-10 1766 FC IB C 35 42.5N 330 16.9 27.3 36.8 39.9 SIPHON SPILLWAY AXIS 31 LIFT 2A
Page 13
-
DateNote
Casted 2 days 7 days 28 days 90 days
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Sep-10
Summary of Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)Concrete
classCement
typeCement (Kg/m3)
LABORATORY
SITE MATERIALS
Sample Ref.
30-03-10 1768 FC IB C 35 42.5N 330 16.1 27.1 35.2 39.2 S. SPILLWAY PRECAST CLASS A
31-03-10 1774 FC IB C 35 42.5N 330 14.6 26.8 35.7 39.7 S.SPILLWAY BARRELS 10 - 11 - 12 LIFT 3C
31-03-10 1772 FC IB C 35 42.5N 330 16.9 28.3 35.6 40.4 S. SPILLWAY PRECAST TYPE B
01-04-10 1777 FC IB C 35 42.5N 330 20.3 29.8 40.3 44.5 GATED SPILLWAY SWD- B2
01-04-10 1779 FC IB C 35 42.5N 330 19.8 29.9 38.2 42.2 GATED SPILLWAY SWA- K5 WALL
02-04-10 1781 FC IB C 35 42.5N 330 17.3 28.8 36.8 40.3 SIPHON SPILLWAY AXIS 19 LIFT 6B
02-04-10 1783 FC IB C 35 42.5N 330 16.9 27.4 36.2 40.1 SIPHON SPILLWAY AXIS 11 LIFT 7B - 10
06-04-10 1789 FC IB C 35 42.5N 330 17.3 28.5 35.9 39.2 SIPHON SPILLWAY SS 1 LIFT 7A
07-04-10 1791 FC IB C 35 42.5N 330 15.5 27.1 36.6 39.1 GATED SPILLWAY SWE- B11 WALL
07-04-10 1792 FC IB C 35 42.5N 330 16.3 26.8 36.4 39.2 GATED SPILLWAY SWE- 1 - 2 WALL
08-04-10 1795 FC IB C 35 42.5N 330 17.2 27.8 35.8 39.9 S.SPILLWAY BARRELS 7 - 8 SLAB
09-04-10 1796 FC IB C 35 42.5N 330 14.5 26.1 35.5 39.5 GATED SPILLWAY SWA- 11 WALL
09-04-10 1801 FC IB C 35 42.5N 330 15.0 28.5 35.4 39.8 S.SPILLWAY BARRELS 13 - 14 - 15, 3C SLAB
10-04-10 1807 FC IB C 35 42.5N 330 15.7 27.5 36.1 40.0 GATED SPILLWAY SWA- A3 - C3
10-04-10 1806 FC IB C 35 42.5N 330 15.9 26.7 36.0 39.2 APPRON SLAB
11-04-10 1808 FC IB C 35 42.5N 330 16.0 27.1 36.6 39.4 GATED SPILLWAY SWA- H4
12-04-10 1810 FC IB C 35 42.5N 330 15.7 28.0 38.8 43.5 GATED SPILLWAY SWB- D11 (STAGE 1)
12-04-10 1812 FC IB C 35 42.5N 330 16.3 27.9 36.3 40.3 SIPHON SPILLWAY AXIS 31 LIFT 4A - 5A
12-04-10 1813 FC IB C 35 42.5N 330 16.2 27.0 35.9 39.1 APPRON SLAB
13-04-10 1816 FC IB C 35 42.5N 330 16.4 27.7 35.9 40.6 S.SPILLWAY BARRELS 9 LIFT 3C
14-04-10 1817 FC IB C 35 42.5N 330 17.6 25.9 35.8 37.6 GATED SPILLWAY SWC- B4 WALL (STAGE 1)
14-04-10 1820 FC IB C 35 42.5N 330 16.0 26.4 36.3 39.8 GATED SPILLWAY SWE- A & C)
15-04-10 1823 FC IB C 35 42.5N 330 16.8 27.3 37.1 41.3 GATED SPILLWAY SWD- B3 WALL
15-04-10 1824 FC IB C 35 42.5N 330 15.6 25.7 36.1 39.6 GATED SPILLWAY SWE- A & C) WALL
15-04-10 1826 FC IB C 35 42.5N 330 16.9 25.7 37.1 40.3 GATED SPILLWAY SWD- FE2 & F2 WALL
15-04-10 1825 FC IB C 35 42.5N 330 16.8 27.8 38.8 42.3 SIPHON SPILLWAY AXIS 3 LIFT 7B - 10B
15-04-10 1828 FC IB C 35 42.5N 330 16.8 28.9 39.1 43.3 SIPHON SPILLWAY SS 1 LIFT 14A
16-04-10 1835 FC IB C 35 42.5N 330 15.7 25.9 36.6 40.3 PH Unit 2 Lift 18B Slab
16-04-10 1831 FC IB C 35 42.5N 330 15.5 25.3 37.1 41.0 GATED SPILLWAY SWA- L3
16-04-10 1834 FC IB C 35 42.5N 330 16.3 27.7 40.1 44.6 GATED SPILLWAY SWD- B3 WALL
17-04-10 1839 FC IB C 35 42.5N 330 15.3 26.2 38.6 41.4 SIPHON SPILLWAY AXIS 29 - 31 LIFT 5B - 6B
Page 14
-
DateNote
Casted 2 days 7 days 28 days 90 days
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Sep-10
Summary of Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)Concrete
classCement
typeCement (Kg/m3)
LABORATORY
SITE MATERIALS
Sample Ref.
17-04-10 1838 FC IB C 35 42.5N 330 18.2 28.8 35.8 39.0 APPRON SLAB
19-04-10 1843 FC IB C 35 42.5N 330 15.0 26.7 38.1 43.1 GATED SPILLWAY SWA- H5 WALL
19-04-10 1842 FC IB C 35 42.5N 330 17.4 26.8 38.1 42.3 SIPHON SPILLWAY AXIS 13 LIFT 7B - 10B
20-04-10 1848 FC IB C 35 42.5N 330 17.3 28.3 38.3 42.5 PH Unit 1 Lift 26
20-04-10 1845 FC IB C 35 42.5N 330 16.1 26.0 38.6 42.9 SIPHON SPILLWAY AXIS 29 LIFT 17A
20-04-10 1846 FC IB C 35 42.5N 330 16.7 25.6 38.5 43.3 SIPHON SPILLWAY SS 1 LIFT 14C
21-04-10 1850 FC IB C 35 42.5N 330 16.8 27.8 35.9 39.6 SIPHON SPILLWAY SWB - D11 2nd PART WALL
22-04-10 1853 FC IB C 35 42.5N 330 15.5 26.0 36.8 42.7 GATED SPILLWAY SWE- B12 WALL
23-04-10 1856 FC IB C 35 42.5N 330 15.1 26.2 36.5 39.3 GATED SPILLWAY SWB- J4 WALL
23-04-10 1855 FC IB C 35 42.5N 330 15.9 25.9 36.8 39.6 SIPHON SPILLWAY SS 1 LIFT 4D
24-04-10 1858 FC IB C 35 42.5N 330 15.9 25.1 37.2 41.1 GATED SPILLWAY SWD- A4 - C4
24-04-10 1859 FC IB C 35 42.5N 330 15.2 26.2 37.8 41.1 GATED SPILLWAY SWE-E & FF3
24-04-10 1860 FC IB C 35 42.5N 330 16.3 27.1 36.9 40.6 GATED SPILLWAY SWB-B4 (2 POLE) WALL
24-04-10 1862 FC IB C 35 42.5N 330 15.8 26.0 36.5 40.8 GATED SPILLWAY SB- S8 SLAB
24-04-10 1861 FC IB C 35 42.5N 330 16.6 27.8 38.7 41.6 SIPHON SPILLWAY SS 1 LIFT 14B
24-04-10 1864 FC IB C 35 42.5N 330 16.3 28.3 39.3 43.8 SIPHON SPILLWAY SS 1 LIFT 10C - 7B - 10B
25-04-10 1867 FC IB C 35 42.5N 330 16.1 30.3 42.4 45.4 GATED SPILLWAY SB- S8 SLAB
25-04-10 1866 FC IB C 35 42.5N 330 18.5 27.9 38.7 42.9 APPRON SLAB AWA - P1
25-04-10 1868 FC IB C 35 42.5N 330 15.3 26.3 36.7 39.4 S. SPILLWAY PRECAST
27-04-10 1872 FC IB C 35 42.5N 330 20.7 31.5 38.1 41.2 GATED SPILLWAY SWE- A & C 13 WALL
27-04-10 1873 FC IB C 35 42.5N 330 19.7 29.5 35.7 41.7 GATED SPILLWAY SWC- J2 WALL
27-04-10 1874 FC IB C 35 42.5N 330 17.8 27.0 35.4 39.9 SIPHON SPILLWAY SS 1 LIFT 14D
28-04-10 1876 FC IB C 35 42.5N 330 18.4 30.4 36.8 41.8 GATED SPILLWAY SWD- B4 1 POUR WALL
28-04-10 1878 FC IB C 35 42.5N 330 18.0 30.0 37.7 41.8 SIPHON SPILLWAY SS 1 LIFT 5D
29-04-10 1880 FC IB C 35 42.5N 330 23.6 30.9 37.1 42.6 APPRON SLAB AWA - P1
30-04-10 1881 FC IB C 35 42.5N 330 17.6 27.1 36.5 37.8 GATED SPILLWAY SWE- A6 - C6 WALL
30-04-10 1883 FC IB C 35 42.5N 330 16.8 26.6 35.6 39.8 GATED SPILLWAY SWE- B13 WALL
02-05-10 1885 FC IB C 35 42.5N 330 15.8 26.1 36.0 39.8 GATED SPILLWAY SWD- FF4 - FE4
04-05-10 1887 FC IB C 35 42.5N 330 15.8 26.1 36.1 39.5 PH Unit 4 Lift 18 left side wall
04-05-10 1890 FC IB C 35 42.5N 330 17.3 28.0 39.2 43.4 SIPHON SPILLWAY AXIS 13 LIFT 10 - 1
05-05-10 1892 FC IB C 35 42.5N 330 15.8 25.9 36.2 40.3 GATED SPILLWAY SWC- D1 WALL
Page 15
-
DateNote
Casted 2 days 7 days 28 days 90 days
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Sep-10
Summary of Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)Concrete
classCement
typeCement (Kg/m3)
LABORATORY
SITE MATERIALS
Sample Ref.
05-05-10 1893 FC IB C 35 42.5N 330 15.1 25.8 36.3 38.5 SIPHON SPILLWAY BARREL 1 SS 1 LIFT 14E, 14F, 14H
07-05-10 1898 FC IB C 35 42.5N 330 19.6 29.1 39.0 42.6 GATED SPILLWAY SWC- J3 WALL
07-05-10 1897 FC IB C 35 42.5N 330 18.8 27.1 35.9 41.4 SIPHON SPILLWAY BARREL SS 1-2 LIFT 6D
08-05-10 1905 FC IB C 35 42.5N 330 15.4 25.2 35.8 37.9 GATED SPILLWAY SWE- A14 - C14 WALL
08-05-10 1906 FC IB C 35 42.5N 330 16.3 29.4 35.9 40.0 GATED SPILLWAY SB- S1.2 SLAB WALL
08-05-10 1901 FC IB C 35 42.5N 330 15.1 28.9 37.4 40.7 APPRON AWA - Q2 & AWA P2 WALL09-05-10 1907 FC IB C 35 42.5N 330 16.8 27.7 36.9 40.4 SIPHON SPILLWAY AXIS 31 LIFT 5A & 6A
10-05-10 1909 FC IB C 35 42.5N 330 15.3 25.7 37.5 41.7 PH Unit 3 Lift 18B
10-05-10 1910 FC IB C 35 42.5N 330 15.8 25.9 36.4 40.4 PH Unit 1 Lift P7B
10-05-10 1908 FC IB C 35 42.5N 330 17.5 27.5 35.5 39.5 SIPHON SPILLWAY BARRELS 7 - 8 LIFT 4B & 5B
11-05-10 1912 FC IB C 35 42.5N 330 16.4 27.3 36.8 39.3 GATED SPILLWAY SWA- I3 WALL
11-05-10 1913 FC IB C 35 42.5N 330 17.8 27.1 37.5 41.2 GATED SPILLWAY SWD- A5 - C5 WALL
11-05-10 1915 FC IB C 35 42.5N 330 15.9 26.2 35.9 40.7 GATED SPILLWAY SWB- J5
11-05-10 1916 FC IB C 35 42.5N 330 16.1 26.9 35.9 40.5 GATED SPILLWAY SWB- B5
12-05-10 1919 FC IB C 35 42.5N 330 15.8 26.9 37.1 43.2 SIPHON SPILLWAY AXIS 17 BARRELS 9 - 10 LIFT 4A & 5A
13-05-10 1920 FC IB C 35 42.5N 330 14.7 26.3 37.0 42.8 GATED SPILLWAY SWE- B14 WALL
14-05-10 1924 FC IB C 35 42.5N 330 15.6 28.3 36.7 38.7 SIPHON SPILLWAY BARREL 1 SS 1 LIFT 7D
14-05-10 1923 FC IB C 35 42.5N 330 14.7 25.4 36.8 40.7 APPRON AWA - O1 & N1 WALL15-05-10 1926 FC IB C 35 42.5N 330 19.2 27.5 35.7 38.8 GATED SPILLWAY SWC- F2 WALL
15-05-10 1927 FC IB C 35 42.5N 330 21.8 30.7 38.2 41.7 GATED SPILLWAY SWC- A7 - C7 WALL
15-05-10 1928 FC IB C 35 42.5N 330 18.5 27.1 39.2 44.8 SIPHON SPILLWAY AXIS 17 BARRELS 9 - 10 LIFT 4B & 5B
16-05-10 1929 FC IB C 35 42.5N 330 14.5 26.9 36.2 40.7 GATED SPILLWAY SWC- J4 WALL
17-05-10 1933 FC IB C 35 42.5N 330 18.8 32.7 40.1 45.6 SIPHON SPILLWAY AXIS 17 BARRELS 7 - 8 LIFT 4A & 5A
17-05-10 1930 FC IB C 35 42.5N 330 19.2 27.7 37.5 40.5 APPRON AWA - N2 & O2 WALL18-05-10 1935 FC IB C 35 42.5N 330 20.6 31.0 43.8 51.7 GATED SPILLWAY SWD- J2 - F2 WALL
18-05-10 1934 FC IB C 35 42.5N 330 16.8 27.1 38.3 42.8 SIPHON SPILLWAY AXIS 21 LIFT 10
18-05-10 1936 FC IB C 35 42.5N 330 19.4 27.9 35.7 38.2 CARPENTRY WORKSHOP GATED SPILLWAY BEAM SWD S5
18-05-10 1937 FC IB C 35 42.5N 330 15.1 25.5 37.5 41.9 S. SPILLWAY PRECAST B2 - 2PQ
19-05-10 1940 FC IB C 35 42.5N 330 17.2 28.5 37.0 42.1 APPRON AWA - N2 WALL
20-05-10 1941 FC IB C 35 42.5N 330 20.1 30.2 43.5 46.9 GATED SPILLWAY SWA- L4 - 14 WALL
20-05-10 1943 FC IB C 35 42.5N 330 15.0 25.1 36.7 40.5 GATED SPILLWAY SWB- B6 - WALL
Page 16
-
DateNote
Casted 2 days 7 days 28 days 90 days
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Sep-10
Summary of Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)Concrete
classCement
typeCement (Kg/m3)
LABORATORY
SITE MATERIALS
Sample Ref.
21-05-10 1945 FC IB C 35 42.5N 330 15.9 25.8 35.8 39.5 GATED SPILLWAY SWC- F3 - WALL
21-05-10 1946 FC IB C 35 42.5N 330 15.4 27.3 35.8 40.2 CARPENTRY WORKSHOP GATED SPILLWAY BEAM D/S - 4
22-05-10 1947 FC IB C 35 42.5N 330 20.5 27.5 36.4 40.4 GATED SPILLWAY SWD- A6 - C6 WALL
22-05-10 1948 FC IB C 35 42.5N 330 16.8 26.4 37.4 42.3 CARPENTRY WORKSHOP GATED SPILLWAY BEAM D/S - 5
23-05-10 1954 FC IB C 35 42.5N 330 16.4 27.2 37.4 42.8 GATED SPILLWAY SWD- FG1
24-05-10 1956 FC IB C 35 42.5N 330 20.7 29.9 37.7 42.3 GATED SPILLWAY SWD- J3 - F3 WALL
25-05-10 1958 FC IB C 35 42.5N 330 15.5 26.8 37.0 40.6 GATED SPILLWAY SWB- F5 - WALL
25-05-10 1961 FC IB C 35 42.5N 330 15.8 26.8 37.3 41.8 SIPHON SPILLWAY AXIS 17 LIFT 6A
25-05-10 1963 FC IB C 35 42.5N 330 18.2 33.3 40.6 46.9 SIPHON SPILLWAY SS 1 LIFT 12C
25-05-10 1962 FC IB C 35 42.5N 330 19.8 30.9 40.6 48.1 APPRON AWA - S1 & V1 WALL26-05-10 1967 FC IB C 35 42.5N 330 15.3 27.2 37.2 41.6 GATED SPILLWAY SWC- B4 - WALL
26-05-10 1965 FC IB C 35 42.5N 330 20.5 30.6 40.2 44.9 CARPENTRY WORKSHOP GATED SPILLWAY BEAM D1 - S5
27-05-10 1971 FC IB C 35 42.5N 330 15.1 30.2 37.9 45.2 PH Unit 2 Slab 87
27-05-10 1969 FC IB C 35 42.5N 330 18.8 30.1 37.6 39.6 GATED SPILLWAY SWC- D2 - WALL
27-05-10 1970 FC IB C 35 42.5N 330 17.3 28.8 37.9 42.4 SIPHON SPILLWAY AXIS SS 1 LIFT 12C
28-05-10 1972 FC IB C 35 42.5N 330 20.0 30.9 39.2 46.5 GATED SPILLWAY SWC- F4 - WALL
28-05-10 1974 FC IB C 35 42.5N 330 20.3 30.9 37.5 42.4 GATED SPILLWAY SWD- FG2 - FH1
28-05-10 1975 FC IB C 35 42.5N 330 18.3 27.4 38.8 42.4 CARPENTRY WORKSHOP GATED SPILLWAY BEAM D/S - 4
29-05-10 1979 FC IB C 35 42.5N 330 16.0 25.6 36.3 40.9 PH Unit 2 Lift 21B
29-05-10 1976 FC IB C 35 42.5N 330 16.3 25.9 35.9 40.5 GATED SPILLWAY SWC- A8 - C8 WALL
29-05-10 1977 FC IB C 35 42.5N 330 20.8 29.7 36.3 41.6 GATED SPILLWAY SWC- G1 - WALL
29-05-10 1978 FC IB C 35 42.5N 330 16.8 27.6 39.5 44.6 SIPHON SPILLWAY SS 1 LIFT 8A & 10
01-06-10 1982 FC IB C 35 42.5N 330 18.5 27.1 35.3 43.5 GATED SPILLWAY SWC- G2 - WALL
01-06-10 1984 FC IB C 35 42.5N 330 19.8 31.2 43.2 47.0 APPRON AWA - A WALL
02-06-10 1986 FC IB C 35 42.5N 330 15.1 26.8 33.4 36.2 GATED SPILLWAY SWC- J5 - WALL
02-06-10 1987 FC IB C 35 42.5N 330 15.4 28.3 36.9 39.9 GATED SPILLWAY SWB- F6
03-06-10 1990 FC IB C 35 42.5N 330 15.3 26.1 37.1 39.7 PH Unit 3 Balance 18B
03-06-10 1989 FC IB C 35 42.5N 330 19.8 30.5 37.1 41.6 CARPENTRY WORKSHOP GATED SPILLWAY BEAM D/S - 4
04-06-10 1994 FC IB C 35 42.5N 330 16.9 36.1 37.4 43.8 GATED SPILLWAY SWD- J4 - F4 WALL
04-06-10 1995 FC IB C 35 42.5N 330 20.3 32.0 40.7 44.0 GATED SPILLWAY SWD- A7 - C7 WALL
04-06-10 1993 FC IB C 35 42.5N 330 16.4 26.9 35.9 42.2 CARPENTRY WORKSHOP GATED SPILLWAY BEAM D/S - 5
Page 17
-
DateNote
Casted 2 days 7 days 28 days 90 days
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Sep-10
Summary of Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)Concrete
classCement
typeCement (Kg/m3)
LABORATORY
SITE MATERIALS
Sample Ref.
04-06-10 1996 FC IB C 35 42.5N 330 19.3 31.9 39.8 47.2 APPRON AWA - K2, V2, S2 WALL05-06-10 1998 FC IB C 35 42.5N 330 16.3 26.9 36.8 40.3 SIPHON SPILLWAY SS 1 LIFT 8D
06-06-10 1999 FC IB C 35 42.5N 330 17.6 25.3 36.1 40.5 PH Unit 2 Lift 22 A&B
06-06-10 2002 FC IB C 35 42.5N 330 20.6 28.2 35.1 41.0 GATED SPILLWAY SWC- F5 WALL
06-06-10 2003 FC IB C 35 42.5N 330 15.9 26.9 36.8 42.2 CARPENTRY WORKSHOP GATED SPILLWAY BEAM D/S - 4
07-06-10 2004 FC IB C 35 42.5N 330 17.0 25.3 35.8 40.2 GATED SPILLWAY SWA- L5 - I 5 WALL
07-06-10 2005 FC IB C 35 42.5N 330 16.4 25.3 35.5 38.2 GATED SPILLWAY SWB- B7 - F7 WALL
09-06-10 2009 FC IB C 35 42.5N 330 20.2 29.1 36.3 41.2 GATED SPILLWAY SWC- D3 WALL
09-06-10 2011 FC IB C 35 42.5N 330 17.6 29.3 38.6 44.1 GATED SPILLWAY SWD- SB - S11 SLAB
10-06-10 2015 FC IB C 35 42.5N 330 17.9 29.6 37.4 42.8 PH Unit 3 P5B
10-06-10 2014 FC IB C 35 42.5N 330 18.0 28.1 35.5 43.2 GATED SPILLWAY SWC- A9 - C9 WALL
10-06-10 2017 FC IB C 35 42.5N 330 15.8 27.7 35.9 40.7 GATED SPILLWAY SWC- K1 WALL
10-06-10 2016 FC IB C 35 42.5N 330 16.0 25.6 37.4 41.3 APPRON AWA - W2, 12
11-06-10 2022 FC IB C 35 42.5N 330 18.7 31.3 41.8 47.2 PH Unit 3 Lift 19B
11-06-10 2020 FC IB C 35 42.5N 330 15.4 27.6 35.9 42.0 GATED SPILLWAY SWD- F5 WALL
11-06-10 2019 FC IB C 35 42.5N 330 17.3 28.2 37.6 42.4 CARPENTRY WORKSHOP GATED SPILLWAY BEAM D/S - 5
12-06-10 2026 FC IB C 35 42.5N 330 17.4 27.2 37.9 40.1 GATED SPILLWAY SWC- B5 WALL
12-06-10 2030 FC IB C 35 42.5N 330 15.1 25.5 36.4 39.2 GATED SPILLWAY SWD- B4 2nd POURING WALL
12-06-10 2025 FC IB C 35 42.5N 330 16.5 27.2 38.8 43.6 CARPENTRY WORKSHOP GATED SPILLWAY BEAM D/S - 4
12-06-10 2031 FC IB C 35 42.5N 330 16.5 27.8 36.1 40.6 APPRON AWA - X1, Z1
13-06-10 2032 FC IB C 35 42.5N 330 16.5 26.5 35.5 40.0 GATED SPILLWAY SWC- K2
15-06-10 2035 FC IB C 35 42.5N 330 21.9 31.1 40.0 45.4 GATED SPILLWAY SWB- B8 - F8
15-06-10 2037 FC IB C 35 42.5N 330 15.2 26.0 37.6 41.4 GATED SPILLWAY SWD- A8 - C8 WALL
15-06-10 2036 FC IB C 35 42.5N 330 15.0 26.6 37.3 40.6 CARPENTRY WORKSHOP GATED SPILLWAY BEAM D/S - 4
17-06-10 2044 FC IB C 35 42.5N 330 23.8 31.0 39.9 46.3 GATED SPILLWAY SWD- J5 WALL
18-06-10 2045 FC IB C 35 42.5N 330 15.9 26.9 37.2 40.0 PH Unit 4 Lift 18B
19-06-10 2048 FC IB C 35 42.5N 330 21.9 31.0 38.8 45.4 PH Unit 2 wall P7A
19-06-10 2050 FC IB C 35 42.5N 330 17.8 28.8 36.8 42.3 GATED SPILLWAY SWB- G - 1
19-06-10 2053 FC IB C 35 42.5N 330 17.9 28.8 39.1 44.6 SIPHON SPILLWAY BARRELS 7 - 8 LIFT 6A
19-06-10 2052 FC IB C 35 42.5N 330 17.8 30.1 37.2 45.2 APPRON AWA - X2, Z2 WALL
21-06-10 2056 FC IB C 35 42.5N 330 16.9 28.4 37.0 41.8 GATED SPILLWAY SWC- H1, L1, J1 WALL
Page 18
-
DateNote
Casted 2 days 7 days 28 days 90 days
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Sep-10
Summary of Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)Concrete
classCement
typeCement (Kg/m3)
LABORATORY
SITE MATERIALS
Sample Ref.
22-06-10 2060 FC IB C 35 42.5N 330 17.2 25.9 35.8 40.0 PH Unit 4 Lift 87
22-06-10 2059 FC IB C 35 42.5N 330 18.7 26.5 35.4 41.6 GATED SPILLWAY SWB- G2 WALL
22-06-10 2061 FC IB C 35 42.5N 330 15.9 25.7 37.4 39.9 GATED SPILLWAY SWC- G3 - K3
22-06-10 2063 FC IB C 35 42.5N 330 19.2 33.0 40.6 46.7 GATED SPILLWAY SWC- A10 - C10 WALL
22-06-10 2062 FC IB C 35 42.5N 330 18.3 29.5 38.8 44.5 SIPHON SPILLWAY BARREL 8 LIFT 6B
23-06-10 2066 FC IB C 35 42.5N 330 15.3 28.1 35.6 40.0 GATED SPILLWAY SWC- H2 - L2 - I 2
23-06-10 2067 FC IB C 35 42.5N 330 16.8 27.3 37.8 42.6 S. SPILLWAY PRECAST TYPE A 2
25-06-10 2071 FC IB C 35 42.5N 330 19.8 29.9 39.0 46.1 PH Unit 2 Lift 25B
25-06-10 2073 FC IB C 35 42.5N 330 16.0 26.4 36.4 40.4 APPRON AWA - Q3, P3
26-06-10 2075 FC IB C 35 42.5N 330 16.3 25.6 38.0 41.2 GATED SPILLWAY SWB- L1 - J1
26-06-10 2076 FC IB C 35 42.5N 330 16.6 27.2 38.7 42.5 S. SPILLWAY PRECAST TYPE B
27-06-10 2079 FC IB C 35 42.5N 330 19.5 27.8 35.9 42.3 PH Unit 2 Lift 25B 1st Piece
27-06-10 2080 FC IB C 35 42.5N 330 19.7 28.1 37.0 42.5 PH Unit 2 Lift 6B
27-06-10 2077 FC IB C 35 42.5N 330 20.9 29.7 37.9 44.2 GATED SPILLWAY SWC- A4
27-06-10 2078 FC IB C 35 42.5N 330 20.7 29.7 37.8 42.4 GATED SPILLWAY SWC- B6 WALL
28-06-10 2081 FC IB C 35 42.5N 330 16.2 26.6 37.5 40.1 GATED SPILLWAY SWD- A9 - C9 WALL
28-06-10 2082 FC IB C 35 42.5N 330 16.8 26.8 35.1 39.9 GATED SPILLWAY SWC- G4 - K4
29-06-10 2088 FC IB C 35 42.5N 330 20.1 32.4 39.9 45.6 PH Unit 2 Internal wall P8A, P9A, P10A
29-06-10 2086 FC IB C 35 42.5N 330 17.4 26.4 35.1 41.5 GATED SPILLWAY SWB- J2 - I 2
29-06-10 2087 FC IB C 35 42.5N 330 17.8 29.8 37.4 43.2 GATED SPILLWAY SWC- F6
30-06-10 2095 FC IB C 35 42.5N 330 18.7 31.5 36.2 44.9 PH Unit 1 Oil water seperator wall
30-06-10 2094 FC IB C 35 42.5N 330 16.2 27.0 35.6 39.6 GATED SPILLWAY SWB- B9
30-06-10 2090 FC IB C 35 42.5N 330 20.2 28.9 36.3 43.2 APPRON AWA - M3, O3
02-07-10 2097 FC IB C 35 42.5N 330 17.9 28.2 36.1 41.4 GATED SPILLWAY SWD- B5
02-07-10 2098 FC IB C 35 42.5N 330 15.4 25.9 35.2 40.1 GATED SPILLWAY SWC- H3 - L3 - I 3
02-07-10 2099 FC IB C 35 42.5N 330 18.9 29.3 38.6 42.9 S. SPILLWAY PRECAST TYPE B
05-07-10 2103 FC IB C 35 42.5N 330 17.1 32.2 41.4 48.2 APPRON AWA - Q4, P4
06-07-10 2104 FC IB C 35 42.5N 330 17.2 25.3 36.8 39.3 GATED SPILLWAY SWD- D2
08-07-10 2108 FC IB C 35 42.5N 330 16.0 25.9 35.4 40.7 GATED SPILLWAY SWC- D5 WALL
08-07-10 2109 FC IB C 35 42.5N 330 16.6 26.8 38.4 42.8 GATED SPILLWAY SWC- G5 - K5
09-07-10 2110 FC IB C 35 42.5N 330 15.9 27.5 36.1 42.6 APPRON AWA - R3, H3
Page 19
-
DateNote
Casted 2 days 7 days 28 days 90 days
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Sep-10
Summary of Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)Concrete
classCement
typeCement (Kg/m3)
LABORATORY
SITE MATERIALS
Sample Ref.
10-07-10 2114 FC IB C 35 42.5N 330 19.4 31.9 39.6 47.5 GATED SPILLWAY SWC- H4 - L4 - I 4
12-07-10 2119 FC IB C 35 42.5N 330 15.0 26.8 35.4 39.9 PH Unit 2 Lift 89
12-07-10 2120 FC IB C 35 42.5N 330 15.9 25.7 37.8 39.0 APPRON
13-07-10 2121 FC IB C 35 42.5N 330 20.5 28.0 38.0 42.4 GATED SPILLWAY SWD- B6 - F6
13-07-10 2122 FC IB C 35 42.5N 330 17.7 29.5 35.2 38.9 GATED SPILLWAY SWB- G3
13-07-10 2123 FC IB C 35 42.5N 330 16.8 29.3 38.4 43.1 GATED SPILLWAY SWD- A10 - C10
14-07-10 2126 FC IB C 35 42.5N 330 16.3 26.6 35.0 37.5 PH Unit 4 P5
14-07-10 2125 FC IB C 35 42.5N 330 17.5 25.5 38.2 41.7 GATED SPILLWAY SWB- L3 - J3
15-07-10 2127 FC IB C 35 42.5N 330 15.5 26.8 35.9 39.6 PH Unit 2 Lift 26
15-07-10 2129 FC IB C 35 42.5N 330 18.3 31.2 39.9 44.5 GATED SPILLWAY SWC- B7 - F7
16-07-10 2133 FC IB C 35 42.5N 330 16.9 32.8 42.7 48.4 PH Unit 2 Lift P7B
17-07-10 2134 FC IB C 35 42.5N 330 15.0 27.2 35.4 40.8 GATED SPILLWAY SWC- H5 - L5 - I 5
19-07-10 2137 FC IB C 35 42.5N 330 16.7 25.5 35.5 37.6 GATED SPILLWAY SWC- A11 - C11 WALL
19-07-10 2138 FC IB C 35 42.5N 330 16.8 26.5 35.3 38.3 APPRON AWA - S3, V3
19-07-10 2136 FC IB C 35 42.5N 330 15.4 27.0 35.7 42.9 SLAB TEMPORARY BRIDGE 1st POUR
20-07-10 2143 FC IB C 35 42.5N 330 15.1 25.3 35.3 39.4 PH Unit 3 wall P7A
20-07-10 2141 FC IB C 35 42.5N 330 18.2 29.2 36.9 40.9 GATED SPILLWAY SWB- G4 WALL SLAB
21-07-10 2147 FC IB C 35 42.5N 330 15.9 25.3 38.7 41.2 GATED SPILLWAY SWB- B10
22-07-10 2148 FC IB C 35 42.5N 330 16.6 27.8 36.3 39.9 PH Unit 3 Lift 25B First Piece
22-07-10 2149 FC IB C 35 42.5N 330 16.6 27.5 37.2 41.4 GATED SPILLWAY SWB- L4 - I 4
22-07-10 2150 FC IB C 35 42.5N 330 17.3 29.6 38.0 42.7 APPRON AWA - N4, O4
23-07-10 2152 FC IB C 35 42.5N 330 18.5 26.7 35.4 37.6 GATED SPILLWAY SWD- B7 - F7 WALL
24-07-10 2155 FC IB C 35 42.5N 330 19.1 28.1 36.4 41.9 PH Unit 3 Lift 25B 2nd Piece
24-07-10 2154 FC IB C 35 42.5N 330 18.9 27.9 36.0 40.5 GATED SPILLWAY SWB- G5 WALL
25-07-10 2161 FC IB C 35 42.5N 330 15.2 26.1 37.1 40.8 ERECT BAY SLAB CONTROL BUILDING LEVEL 1103
25-07-10 2157 FC IB C 35 42.5N 330 18.0 37.2 35.8 39.4 GATED SPILLWAY SWD- G1 - K1
25-07-10 2158 FC IB C 35 42.5N 330 18.2 26.0 36.7 39.6 GATED SPILLWAY SWC- D6 WALL
25-07-10 2160 FC IB C 35 42.5N 330 15.6 25.3 37.1 39.8 APPRON AWA - R4, V4
25-07-10 2159 FC IB C 35 42.5N 330 15.2 25.0 35.5 38.6 SLAB TEMPORARY BRIDGE 2nd POUR
27-07-10 2165 FC IB C 35 42.5N 330 16.1 25.8 37.4 41.3 GATED SPILLWAY SWB- L5 - I 5
27-07-10 2166 FC IB C 35 42.5N 330 16.0 26.9 38.2 41.8 GATED SPILLWAY SWC- B5 - F8
Page 20
-
DateNote
Casted 2 days 7 days 28 days 90 days
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Sep-10
Summary of Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)Concrete
classCement
typeCement (Kg/m3)
LABORATORY
SITE MATERIALS
Sample Ref.
28-07-10 2172 FC IB C 35 42.5N 330 15.0 29.0 36.5 39.2 ERECT BAY ACCESS AREA SLAB AXIS 25 - 26
28-07-10 2171 FC IB C 35 42.5N 330 15.2 29.2 36.1 40.5 GATED SPILLWAY SWD- G2 - K2
30-07-10 2177 FC IB C 35 42.5N 330 19.5 27.3 35.1 40.5 GATED SPILLWAY SWD- F8 - B8
30-07-10 2179 FC IB C 35 42.5N 330 18.3 26.1 36.8 39.7 APPRON AWA - A3, W3
31-07-10 2181 FC IB C 35 42.5N 330 20.9 25.3 36.8 40.6 PH Unit 1 Lift P12
03-08-10 2185 FC IB C 35 42.5N 330 16.1 25.7 36.2 40.4 PH Unit 4 P5A Wall
03-08-10 2182 FC IB C 35 42.5N 330 16.4 26.7 36.3 38.9 GATED SPILLWAY SWD- D3 WALL
03-08-10 2184 FC IB C 35 42.5N 330 15.9 25.6 35.4 39.3 GATED SPILLWAY SWD- B11
04-08-10 2188 FC IB C 35 42.5N 330 16.8 27.3 38.4 43.6 PH Unit 2 P9B
05-08-10 2190 FC IB C 35 42.5N 330 15.3 26.5 35.7 40.6 GATED SPILLWAY SWC- B9
05-08-10 2192 FC IB C 35 42.5N 330 15.7 26.9 37.6 44.9 GATED SPILLWAY SWD- H1 - I 1 - J1
05-08-10 2193 FC IB C 35 42.5N 330 16.6 29.8 36.4 43.0 APPRON AWA - S3, Z3
06-08-10 2199 FC IB C 35 42.5N 330 16.8 30.1 36.9 45.6 GATED SPILLWAY SWD- B9 WALL
06-08-10 2200 FC IB C 35 42.5N 330 15.9 26.5 35.8 40.9 GATED SPILLWAY SWD- H2 - L2 - I 2
08-08-10 2203 FC IB C 35 42.5N 330 20.0 28.1 35.2 41.5 PH Unit 3 wall P8A, P9A & P10A
08-08-10 2202 FC IB C 35 42.5N 330 19.2 27.4 35.1 40.4 GATED SPILLWAY SWD- D7 WALL
10-08-10 2206 FC IB C 35 42.5N 330 16.5 25.2 37.2 PH Unit 4 Lift 21B
10-08-10 2207 FC IB C 35 42.5N 330 19.9 25.4 37.6 GATED SPILLWAY SWC- B10
12-08-10 2212 FC IB C 35 42.5N 330 17.2 29.4 38.6 PH Unit 5 Lift P3
13-08-10 2215 FC IB C 35 42.5N 330 15.3 25.7 37.5 PH Unit 1 Lift wall 31, 32, & 20 wall
13-08-10 2214 FC IB C 35 42.5N 330 15.6 25.8 36.5 GATED SPILLWAY SWD- B10
14-08-10 2219 FC IB C 35 42.5N 330 15.1 25.4 35.6 APPRON AWD - Q1, P1 WALL
17-08-10 2223 FC IB C 35 42.5N 330 15.5 26.7 37.6 PH Unit 5 P5A Wall
17-08-10 2224 FC IB C 35 42.5N 330 16.8 31.5 36.7 GATED SPILLWAY SWC- D8
19-08-10 2229 FC IB C 35 42.5N 330 15.7 27.0 37.1 APPRON AWD - Q2, P2
20-08-10 2232 FC IB C 35 42.5N 330 15.7 29.4 37.7 PH Tailrace wall
20-08-10 2231 FC IB C 35 42.5N 330 16.1 27.5 35.6 GATED SPILLWAY SWD- D4
21-08-10 2235 FC IB C 35 42.5N 330 15.9 25.1 36.2 PH Unit 4 Lift 22A & 22B
21-08-10 2236 FC IB C 35 42.5N 330 19.7 26.3 40.4 GATED SPILLWAY SWC- B11
22-08-10 2240 FC IB C 35 42.5N 330 23.8 31.1 41.0 PH Unit 3 Lift 92
23-08-10 2242 FC IB C 35 42.5N 330 21.3 32.0 39.6 PH Unit 3 Lift P6B
Page 21
-
DateNote
Casted 2 days 7 days 28 days 90 days
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Sep-10
Summary of Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)Concrete
classCement
typeCement (Kg/m3)
LABORATORY
SITE MATERIALS
Sample Ref.
23-08-10 2243 FC IB C 35 42.5N 330 15.1 26.6 37.2 PH Unit 5 Lift 89
23-08-10 2244 FC IB C 35 42.5N 330 15.7 27.2 36.2 GATED SPILLWAY SWD- K3 - H3
24-08-10 2247 FC IB C 35 42.5N 330 16.4 25.2 35.0 ERECT BAY ACCESS AREA
25-08-10 2248 FC IB C 35 42.5N 330 16.2 27.3 35.4 APPRON KEY PART 1
26-08-10 2251 FC IB C 35 42.5N 330 17.3 28.6 37.3 PH Unit 5 Lift 18B 1st Pouring
26-08-10 2253 FC IB C 35 42.5N 330 16.3 26.9 36.2 PH Unit 5 Lift 18B
26-08-10 2254 FC IB C 35 42.5N 330 19.2 33.1 41.0 PH Unit 2 Lift 28
26-08-10 2256 FC IB C 35 42.5N 330 16.5 29.5 36.2 GATED SPILLWAY SWC- D9
27-08-10 2259 FC IB C 35 42.5N 330 19.5 30.6 45.4 PH Unit 5 Lift 18B last Pouring
27-08-10 2260 FC IB C 35 42.5N 330 19.7 30.7 45.5 APPRON KEY SLAB PART 2
28-08-10 2261 FC IB C 35 42.5N 330 16.5 27.2 35.1 GATED SPILLWAY SWD- L3 - J3
30-08-10 2267 FC IB C 35 42.5N 330 15.8 26.9 37.2 PH Unit 2 Lift P10
30-08-10 2265 FC IB C 35 42.5N 330 16.2 27.4 38.1 APPRON KEY SLAB PART 2
31-08-10 2269 FC IB C 35 42.5N 330 17.6 28.3 39.2 PH Unit 5 Lift 90 Column axis 5
31-08-10 2270 FC IB C 35 42.5N 330 16.8 25.1 36.6 PH Unit 4 Lift 26
31-08-10 2268 FC IB C 35 42.5N 330 18.5 27.9 35.8 GATED SPILLWAY SWD - D5
31-08-10 2271 FC IB C 35 42.5N 330 18.4 26.9 36.8 GATED SPILLWAY SFW- 2 - 4
01-09-10 2272 FC IB C 35 42.5N 330 16.7 27.3 38.1 PH Unit 4 Lift 26
01-09-10 2273 FC IB C 35 42.5N 330 16.5 27.1 35.4 PH Tailrace wall lift 27, 28, 30, 31, 34, 36, & 37
02-09-10 2276 FC IB C 35 42.5N 330 20.4 32.5 40.0 PH Unit 5 Lift P7A
02-09-10 2275 FC IB C 35 42.5N 330 21.3 33.9 39.7 G. SPILLWAY SFW- (1 - 6) EMERGENCY WHEEL GATE
02-09-10 2277 FC IB C 35 42.5N 330 16.7 25.1 37.7 G. SPILLWAY SWD - A11 - B11 - C11
03-09-10 2280 FC IB C 35 42.5N 330 15.3 29.9 39.6 GATED SPILLWAY SFW- 2 - 5
04-09-10 2281 FC IB C 35 42.5N 330 18.3 30.2 42.7 PH Tailrace wall Foundation
05-09-10 2283 FC IB C 35 42.5N 330 21.3 31.4 41.7 PH Unit 5 Lift 19B
05-09-10 2282 FC IB C 35 42.5N 330 21.6 29.5 42.3 G. SPILLWAY SWD- K4 - H4 - L4 - J4 WALL
06-09-10 2287 FC IB C 35 42.5N 330 15.4 31.1 38.3 APPRON AWD - M1, O1
07-09-10 2288 FC IB C 35 42.5N 330 19.9 31.4 38.5 PH Unit 5 Lift P5B
07-09-10 2290 FC IB C 35 42.5N 330 21.5 29.5 42.4 PH Unit 3 Lift 27
07-09-10 2289 FC IB C 35 42.5N 330 22.7 30.7 41.0 GATED SPILLWAY SWD - D10
08-09-10 2291 FC IB C 35 42.5N 330 22.7 30.1 42.2 PH Unit 1 P14 Wall & 2 Columns
Page 22
-
DateNote
Casted 2 days 7 days 28 days 90 days
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Sep-10
Summary of Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)Concrete
classCement
typeCement (Kg/m3)
LABORATORY
SITE MATERIALS
Sample Ref.
08-09-10 2292 FC IB C 35 42.5N 330 23.1 31.0 41.8 GATED SPILLWAY SWD - L4 - I 4
08-09-10 2294 FC IB C 35 42.5N 330 16.5 27.6 35.5 GATED SPILLWAY SFW- 1 - 7
09-09-10 2296 FC IB C 35 42.5N 330 21.8 31.2 39.7 PH Unit 5 Lift P9A - P10A
09-09-10 2297 FC IB C 35 42.5N 330 16.5 28.8 35.8 PH Tailrace wall lift 50, 64
09-09-10 2295 FC IB C 35 42.5N 330 21.7 30.6 41.4 GATED SPILLWAY SWD - D6
11-09-10 2299 FC IB C 35 42.5N 330 22.2 30.8 42.9 G. SPILLWAY GRANTRY CRANE RAIL EXT. SLAB CENTRAL EMBANKMENT
12-09-10 2300 FC IB C 35 42.5N 330 19.8 28.0 36.3 PH Unit 2 Lift 29
12-09-10 2301 FC IB C 35 42.5N 330 19.7 29.3 37.1 APPRON AWA - M2, O2
13-09-10 2302 FC IB C 35 42.5N 330 22.2 30.5 43.0 PH Unit 2 Lift 23
13-09-10 2303 FC IB C 35 42.5N 330 22.1 30.8 44.3 GATED SPILLWAY SFW- 2 - 6
13-09-10 2304 FC IB C 35 42.5N 330 16.8 27.5 38.7 GATED SPILLWAY SWD- K - G - L - I - 5
15-09-10 2307 FC IB C 35 42.5N 330 18.3 32.0 43.8 PH Unit 4 Lift P7A
15-09-10 2310 FC IB C 35 42.5N 330 17.0 26.2 37.3 GATED SPILLWAY SFW- 1 - 7
15-09-10 2308 FC IB C 35 42.5N 330 18.5 28.4 36.0 APPRON WALL LIFT Q, R FOUNDATION16-09-10 2311 FC IB C 35 42.5N 330 16.7 27.7 36.6 APPRON LIFT AWD - S1, W1
18-09-10 2314 FC IB C 35 42.5N 330 17.3 30.5 40.6 PH Unit 4 Lift 27
18-09-10 2315 FC IB C 35 42.5N 330 18.0 31.8 43.9 GATED SPILLWAY SWD - D7
18-09-10 2312 FC IB C 35 42.5N 330 16.5 27.1 35.7 APPRON LIFT AWD - R1 (PARTIAL) V119-09-10 2316 FC IB C 35 42.5N 330 22.1 31.4 42.7 APPRON AWD - N2, R2
20-09-10 2318 FC IB C 35 42.5N 330 16.8 30.1 41.1 G. SPILLWAY SFW- 2 - 7 FRONT WALL
20-09-10 2319 FC IB C 35 42.5N 330 17.1 30.5 41.2 APPRON WALL AWD
21-09-10 2320 FC IB C 35 42.5N 330 16.1 25.7 37.8 GATED SPILLWAY GANTRY RAIL EXTENTION
22-09-10 2321 FC IB C 35 42.5N 330 16.6 26.9 35.3 PH Unit 3 Lift 23
22-09-10 2322 FC IB C 35 42.5N 330 16.9 27.8 38.9 PH Unit 2 Lift 19A Cantilever 1st Phase
22-09-10 2323 FC IB C 35 42.5N 330 17.4 30.6 41.9 GATED SPILLWAY SWC - D11
22-09-10 2324 FC IB C 35 42.5N 330 16.9 30.6 41.8 APPRON AWD - X2, T2
23-09-10 2325 FC IB C 35 42.5N 330 20.9 32.4 37.6 PH Unit 1 Lift P15
23-09-10 2329 FC IB C 35 42.5N 330 17.7 31.6 41.8 G/DAM BLOCK "A" LIFT 13
23-09-10 2326 FC IB C 35 42.5N 330 21.0 30.6 37.2 G. SPILLWAY SFW- 1 - 7 & 8 PARTIAL
23-09-10 2328 FC IB C 35 42.5N 330 15.1 27.4 37.4 GATED SPILLWAY EXTENTION APRON
23-09-10 2329A FC IB C 35 42.5N 330 16.4 27.7 38.3 APPRON AWD - O3, M3
Page 23
-
DateNote
Casted 2 days 7 days 28 days 90 days
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Sep-10
Summary of Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)Concrete
classCement
typeCement (Kg/m3)
LABORATORY
SITE MATERIALS
Sample Ref.
25-09-10 2332 FC IB C 35 42.5N 330 16.3 29.7 39.2 PH Unit 5 Lift 91
25-09-10 2330 FC IB C 35 42.5N 330 18.8 26.3 35.1 GATED SPILLWAY SWD - D8
26-09-10 2335 FC IB C 35 42.5N 330 22.4 31.9 43.1 PH Unit 3 P7B
26-09-10 2334 FC IB C 35 42.5N 330 16.3 28.3 37.5 GATED SPILLWAY GRANTRY EXTENTION 2nd PHASE
26-09-10 2338 FC IB C 35 42.5N 330 15.2 31.3 40.2 G. SPILLWAY SWD - Z1 - U1 APRON
26-09-10 2339 FC IB C 35 42.5N 330 15.4 30.2 38.9 APPRON AWD - S2, W2
27-09-10 2340 FC IB C 35 42.5N 330 21.4 30.6 42.1 GATED SPILLWAY SFW- 1 - 10
28-09-10 2343 FC IB C 35 42.5N 330 18.5 30.9 39.4 PH Unit 5 Lift 25B 1st POUR
28-09-10 2341 FC IB C 35 42.5N 330 15.3 25.1 35.8 GATED SPILLWAY SFW- 2 - 8
28-09-10 2342 FC IB C 35 42.5N 330 18.4 31.2 40.2 GATED SPILLWAY SWD - G3
28-09-10 2344 FC IB C 35 42.5N 330 16.6 25.2 37.8 GATED SPILLWAY PRECAST DOWN STREAM BRIDGE
28-09-10 2345 FC IB C 35 42.5N 330 15.4 30.8 40.1 APPRON AWD - T1
28-09-10 2346 FC IB C 35 42.5N 330 16.1 30.8 41.9 APPRON AWD - M2, L3
29-09-10 2348 FC IB C 35 42.5N 330 16.6 31.6 41.2 PH Unit 5 Lift P8A - P9A
30-09-10 2352 FC IB C 35 42.5N 330 16.7 28.5 37.1 PH Unit 2 Lift 92
37.9633.445.82.2
Design Characteristic Strength = 25N/mm2Actual Characteristic Strength of the mix =
Rck = AVG - K x STDV 35.2 N/mm2 If expected low percent value is 10%
For the contractor: ELIAS H.
Average
Standard Deviation
K = 1.28
MinimumMaximum
Page 24
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DateNote
Casted 2 days 7 days 28 days 90 days
02-01-10 1332 FC IB-7 C 35 42.5N 300 17.3 29.3 38.5 41.9 CARPENTRY WORKSHOP BEAM
03-01-10 1338 FC IB-7 C 35 42.5N 300 17.9 29.4 37.6 42.2 CARPENTRY WORKSHOP BEAM
04-01-10 1341 FC IB-7 C 35 42.5N 300 15.4 29.1 37.1 41.8 CARPENTRY WORKSHOP PRECAST BEAM
05-01-10 1345 FC IB-7 C 35 42.5N 300 15.3 26.3 38.5 43.6 CARP. WORKSHOP PRECAST BEAM & DUCT CABLE
07-01-10 1357 FC IB-7 C 35 42.5N 300 16.8 29.2 38.1 43.0 CARPENTRY WORKSHOP PRECAST BEAM
08-01-10 1363 FC IB-7 C 35 42.5N 300 16.5 28.4 37.9 43.4 CARPENTRY WORKSHOP PRECAST BEAM
09-01-10 1366 FC IB-7 C 35 42.5N 300 14.6 26.5 36.9 39.2 CARPENTRY WORKSHOP PRECAST BEAM
11-01-10 1375 FC IB-7 C 35 42.5N 300 15.5 27.6 38.8 44.4 CARPENTRY WORKSHOP PRECAST BEAM
12-01-10 1381 FC IB-7 C 35 42.5N 300 15.7 27.8 37.4 44.1 CARPENTRY WORKSHOP PRECAST BEAM
13-01-10 1385 FC IB-7 C 35 42.5N 300 16.3 28.7 37.8 43.6 CARPENTRY WORKSHOP PRECAST BEAM
14-01-10 1390 FC IB-7 C 35 42.5N 300 15.8 28.3 38.4 42.8 CARPENTRY WORKSHOP PRECAST BEAM
15-01-10 1397 FC IB-7 C 35 42.5N 300 17.4 29.2 37.4 40.9 CARPENTRY WORKSHOP PRECAST BEAM
16-01-10 1401 FC IB-7 C 35 42.5N 300 16.8 26.7 38.5 40.2 CARPENTRY WORKSHOP PRECAST BEAM
17-01-10 1407 FC IB-7 C 35 42.5N 300 17.9 26.7 38.4 41.9 CARPENTRY WORKSHOP PRECAST BEAM
18-01-10 1408 FC IB-7 C 35 42.5N 300 19.7 28.0 38.3 44.8 CARPENTRY WORKSHOP PRECAST BEAM
19-01-10 1414 FC IB-7 C 35 42.5N 300 15.8 27.9 35.5 39.2 CARPENTRY WORKSHOP PRECAST BEAM
19-01-10 1413 FC IB-7 C 35 42.5N 300 16.8 28.8 39.6 44.9 APPRON SLAB
20-01-10 1421 FC IB-7 C 35 42.5N 300 16.3 28.4 38.5 40.8 CARPENTRY WORKSHOP PRECAST BEAM
21-01-10 1427 FC IB-7 C 35 42.5N 300 16.4 28.2 36.9 G.SPILLWAY SLAB DOWN STREAM (SB - 15-12)
22-01-10 1431 FC IB-7 C 35 42.5N 300 17.8 28.6 39.0 44.3 CARPENTRY WORKSHOP PRECAST BEAM
22-01-10 1432 FC IB-7 C 35 42.5N 300 16.6 30.1 39.7 43.8 APPRON SLAB
23-01-10 1437 FC IB-7 C 35 42.5N 300 18.7 28.5 38.1 41.9 CARPENTRY WORKSHOP PRECAST BEAM
24-01-10 1443 FC IB-7 C 35 42.5N 300 16.5 27.5 37.8 43.4 CARPENTRY WORKSHOP PRECAST BEAM
24-01-10 1444 FC IB-7 C 35 42.5N 300 17.2 30.6 40.8 46.5 APPRON SLAB
25-01-10 1447 FC IB-7 C 35 42.5N 300 16.5 27.9 37.0 41.8 CARPENTRY WORKSHOP PRECAST BEAM
26-01-10 1454 FC IB-7 C 35 42.5N 300 18.1 28.6 39.2 48.6 CARPENTRY WORKSHOP PRECAST BEAM
27-01-10 1460 FC IB-7 C 35 42.5N 300 15.9 28.4 37.3 41.1 CARPENTRY WORKSHOP PRECAST BEAM
28-01-10 1463 FC IB-7 C 35 42.5N 300 16.6 27.5 37.0 40.1 CARPENTRY WORKSHOP PRECAST BEAM
28-01-10 1465 FC IB-7 C 35 42.5N 300 15.7 27.7 38.0 42.7 APPRON SLAB
29-01-10 1469 FC IB-7 C 35 42.5N 300 15.3 27.9 37.2 41.6 CARPENTRY WORKSHOP PRECAST BEAM 20-02-10 1585 FC IB-7 C 35 42.5N 300 23.8 30.5 44.6 48.0 PH Unit 2 Lift 82A
LABORATORY Sep-10 REV. 0
Summary of BUJAGALI HYDROELECTRIC POWERSITE MATERIALS Cylinder Compressive Strengh Results PROJECT, UGANDA
Power House UNITS
Sample Ref.
Mix Type Concrete classCement
typeCement (Kg/m3)
Rc, maturation at NORMAL WATER CURING (MPa)
Page 25
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DateNote
Casted 2 days 7 days 28 days 90 days
LABORATORY Sep-10 REV. 0
Summary of BUJAGALI HYDROELECTRIC POWERSITE MATERIALS Cylinder Compressive Strengh Results PROJECT, UGANDA
Power House UNITS
Sample Ref.
Mix Type Concrete classCement
typeCement (Kg/m3)
Rc, maturation at NORMAL WATER CURING (MPa)
20-02-10 1587 FC IB-7 C 35 42.5N 300 19.0 30.1 39.9 46.2 APPRON SLAB
24-02-10 1602 FC IB-7 C 35 42.5N 300 18.3 29.1 40.4 45.7 APPRON SLAB
25-02-10 1612 FC IB-7 C 35 42.5N 300 17.9 26.7 36.1 39.5 APPRON SLAB
25-02-10 1616 FC IB-7 C 35 42.5N 300 23.4 32.7 43.0 48.1 APPRON SLAB
04-03-10 1646 FC IB-7 C 35 42.5N 300 16.9 28.9 39.3 44.9 APPRON SLAB
18-03-10 1709 FC IB-7 C 35 42.5N 300 20.8 33.1 43.1 46.6 APPRON SLAB
19-03-10 1712 FC IB-7 C 35 42.5N 300 16.9 28.8 37.6 43.8 APPRON SLAB
25-03-10 1737 FC IB-7 C 35 42.5N 300 17.3 29.3 38.8 42.4 GATED SPILLWAY SB - S8
26-03-10 1745 FC IB-7 C 35 42.5N 300 18.2 29.6 40.3 44.4 APPRON SLAB
30-03-10 1765 FC IB-7 C 35 42.5N 300 16.7 27.0 37.3 40.1 GATED SPILLWAY SB - S8
10-04-10 1804 FC IB-7 C 35 42.5N 300 16.3 27.2 37.4 41.3 APPRON SLAB
17-04-10 1836 FC IB-7 C 35 42.5N 300 16.3 26.5 39.7 43.6 APPRON SLAB
25-04-10 1865 FC IB-7 C 35 42.5N 300 24.2 32.4 45.0 49.2 GATED SPILLWAY SB- S8 SLAB
38.7235.545.02.0
Actual Characteristic Strength of the mix =
AVG - K x STDV 36.1 N/mm2 If expected low percent value is 10%
For the contractor: ELIAS H.
AverageMinimumMaximum
Standard Deviation
K = 1.28
Page 26
-
DateNote
Casted 2 days 7 days 28 days 90 days
02-01-10 1333 FC IB-2 C 30 42.5N 300 14.4 25.4 34.4 40.3 PH Unit 1 Lift P4
03-01-10 1336 FC IB-2 C 30 42.5N 300 15.6 25.3 34.9 39.8 PH Unit 1 Lift 63 Column axis 20
03-01-10 1337 FC IB-2 C 30 42.5N 300 20.7 28.5 37.7 48.3 PH Unit 4 Lift 56A
03-01-10 1339 FC IB-2 C 30 42.5N 300 16.2 28.9 36.7 G/DAM BLOCK "C"
04-01-10 1342 FC IB-2 C 30 42.5N 300 17.8 29.1 36.2 43.4 PH Unit 3 Lift 61
04-01-10 1344 FC IB-2 C 30 42.5N 300 14.8 25.1 33.4 37.9 PH Unit 2 Lift 15C
05-01-10 1346 FC IB-2 C 30 42.5N 300 14.3 25.8 33.2 38.1 PH Unit 5 Lift 15B/B2
05-01-10 1347 FC IB-2 C 30 42.5N 300 14.7 26.3 32.8 38.5 PH Unit 3 Lift 17
06-01-10 1349 FC IB-2 C 30 42.5N 300 14.7 24.9 33.1 38.5 PH Unit 1 Lift 62 Wall Axis 20 - 21
06-01-10 1352 FC IB-2 C 30 42.5N 300 14.5 24.6 33.3 G/DAM BLOCK "A" & "D" LIFT 13A
06-01-10 1350 FC IB-2 C 30 42.5N 300 14.5 25.6 33.7 38.3 APPRON SLAB
07-01-10 1354 FC IB-2 C 30 42.5N 300 15.1 25.6 35.1 40.4 PH Unit 1 Lift 64 Column axis 20 - 17
07-01-10 1355 FC IB-2 C 30 42.5N 300 14.8 25.2 34.8 39.8 PH Unit 1 Lift 20 axis 17 - 21
07-01-10 1356 FC IB-2 C 30 42.5N 300 14.8 25.4 33.0 36.3 PH Unit 2 Lift 57A
07-01-10 1358 FC IB-2 C 30 42.5N 300 14.5 25.5 33.6 36.8 APPRON SLAB
08-01-10 1361 FC IB-2 C 30 42.5N 300 14.2 24.7 32.4 36.8 PH Unit 1 Lift 81CENTER WALL
08-01-10 1364 FC IB-2 C 30 42.5N 300 15.4 26.7 33.1 37.5 PH Unit 2 Lift 82A LEFT SIDE WALL
08-01-10 1360 FC IB-2 C 30 42.5N 300 14.5 25.1 32.0 G/DAM BLOCK "B" LIFT 13A
08-01-10 1365 FC IB-2 C 30 42.5N 300 14.8 25.8 34.6 GATED SPILLWAY SB - S11 - RRC
08-01-10 1359 FC IB-2 C 30 42.5N 300 14.6 25.2 33.7 38.8 APPRON SLAB
09-01-10 1367 FC IB-2 C 30 42.5N 300 15.2 24.6 32.4 37.4 PH Unit 1 Lift WALL 17
09-01-10 1368 FC IB-2 C 30 42.5N 300 14.4 25.6 33.7 39.4 PH Unit 3 Lift P2
09-01-10 1069 FC IB-2 C 30 42.5N 300 15.3 25.8 34.7 39.9 PH Unit 1 Lift 64 Column axis 20 - 18
10-01-10 1372 FC IB-2 C 30 42.5N 300 15.6 24.6 33.7 40.1 PH Unit 4 Lift 81 LEFT WALL
12-01-10 1383 FC IB-2 C 30 42.5N 300 14.8 24.4 33.8 43.7 PH Unit 5 Lift 87B
13-01-10 1388 FC IB-2 C 30 42.5N 300 14.5 26.6 33.4 38.3 PH Unit 1 Lift 88
14-01-10 1389 FC IB-2 C 30 42.5N 300 14.7 25.5 33.4 38.0 PH Unit 1 Lift 20
14-01-10 1392 FC IB-2 C 30 42.5N 300 15.3 25.8 33.1 37.5 PH Unit 5 Lift 81
16-01-10 1400 FC IB-2 C 30 42.5N 300 14.8 25.9 33.3 38.8 PH Unit 3 Lift 17CENTER WALL
LABORATORY Sep-10 REV. 0
Summary of BUJAGALI HYDROELECTRIC POWERSITE MATERIALS Cylinder Compressive Strengh Results PROJECT, UGANDA
Power House UNITS
Sample Ref.
Mix Type Concrete classCement
typeCement (Kg/m3)
Rc, maturation at NORMAL WATER CURING (MPa)
Page 27
-
DateNote
Casted 2 days 7 days 28 days 90 days
LABORATORY Sep-10 REV. 0
Summary of BUJAGALI HYDROELECTRIC POWERSITE MATERIALS Cylinder Compressive Strengh Results PROJECT, UGANDA
Power House UNITS
Sample Ref.
Mix Type Concrete classCement
typeCement (Kg/m3)
Rc, maturation at NORMAL WATER CURING (MPa)
16-01-10 1404 FC IB-2 C 30 42.5N 300 15.1 25.9 32.8 36.6 PH UNIT 2 Lift 82H RRC Wall
16-01-10 1405 FC IB-2 C 30 42.5N 300 14.2 29.6 38.0 43.6 APPRON SLAB
18-01-10 1411 FC IB-2 C 30 42.5N 300 15.4 25.7 32.9 36.1 PH UNIT 1 Lift 16A
18-01-10 1412 FC IB-2 C 30 42.5N 300 15.7 24.3 35.0 38.3 APPRON SLAB
19-01-10 1417 FC IB-2 C 30 42.5N 300 14.7 26.2 32.5 39.6 PH UNIT 2 Lift 57B
19-01-10 1418 FC IB-2 C 30 42.5N 300 15.3 24.4 33.3 35.8 PH Unit 3 Lift 17CENTER WALL
19-01-10 1419 FC IB-2 C 30 42.5N 300 15.6 24.5 31.9 34.7 PH UNIT 2 Lift 82A Center wall
22-01-10 1429 FC IB-2 C 30 42.5N 300 13.0 25.3 33.1 39.1 PH UNIT 2 Lift 16 Left side
22-01-10 1430 FC IB-2 C 30 42.5N 300 18.7 28.7 36.5 42.0 PH UNIT 4 Lift 82 Wall left side
23-01-10 1436 FC IB-2 C 30 42.5N 300 17.6 27.4 36.7 39.0 PH UNIT 3 Lift 87
23-01-10 1441 FC IB-2 C 30 42.5N 300 14.8 25.1 34.7 40.6 PH UNIT 4 Lift 56B
24-01-10 1442 FC IB-2 C 30 42.5N 300 17.3 26.5 34.2 40.3 PH UNIT 4 Lift 15C Center Wall
24-01-10 1446 FC IB-2 C 30 42.5N 300 15.3 24.8 33.5 39.2 PH Unit 1 Lift 88
24-01-10 1445 FC IB-2 C 30 42.5N 300 14.6 24.9 35.8 40.0 APPRON SLAB
25-01-10 1452 FC IB-2 C 30 42.5N 300 15.2 25.4 34.2 39.8 TEMPORARY BRIDGE 1st STAGE
OF WALL ON LEFT ABUTMENT
26-01-10 1455 FC IB-2 C 30 42.5N 300 14.7 25.5 33.4 35.6 PH UNIT 4 Lift 82A Wall Left side
26-01-10 1457 FC IB-2 C 30 42.5N 300 15.6 25.4 33.6 36.5 PH UNIT 1 Retaining wall Lift 2212
28-01-10 1464 FC IB-2 C 30 42.5N 300 15.6 25.2 31.8 35.6 SWITCH YARD CABLE DUCT
28-01-10 1466 FC IB-2 C 30 42.5N 300 16.9 26.2 32.9 34.4 TEMPORARY BRIDGE MIDDLE PIER (P1)
29-01-10 1470 FC IB-2 C 30 42.5N 300 14.7 24.2 33.7 37.9 PH Unit 1 Lift 21B
29-01-10 1473 FC IB-2 C 30 42.5N 300 15.6 25.3 34.3 37.8 PH UNIT 4 Lift 82A Center wall
30-01-10 1475 FC IB-2 C 30 42.5N 300 13.9 25.1 33.7 37.5 PH Unit 1 Lift P5
01-02-10 1481 FC IB-2 C 30 42.5N 300 14.7 26.0 33.8 40.9 PH Unit 2 Lift 58 Column axis 17&13
03-02-10 1491 FC IB-2 C 30 42.5N 300 14.6 24.7 32.6 36.5 PH Unit 2 Lift 16C WALL
03-02-10 1492 FC IB-2 C 30 42.5N 300 15.8 28.8 36.8 41.9 PH Unit 4 Lift 56C
04-02-10 1498 FC IB-2 C 30 42.5N 300 15.4 25.1 34.3 39.8 PH Unit 4 Lift 15C CENTRE WALL
05-02-10 1501 FC IB-2 C 30 42.5N 300 16.5 25.9 33.6 39.7 CARPENTRY WORKSHOP PRECAST CABLE DUCT
06-02-10 1504 FC IB-2 C 30 42.5N 300 20.0 29.6 36.0 43.1 PH Unit 2 Lift 58
06-02-10 1505 FC IB-2 C 30 42.5N 300 20.3 30.2 35.0 43.2 PH Unit 2 Lift 16 RALT SAIT
Page 28
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DateNote
Casted 2 days 7 days 28 days 90 days
LABORATORY Sep-10 REV. 0
Summary of BUJAGALI HYDROELECTRIC POWERSITE MATERIALS Cylinder Compressive Strengh Results PROJECT, UGANDA
Power House UNITS
Sample Ref.
Mix Type Concrete classCement
typeCement (Kg/m3)
Rc, maturation at NORMAL WATER CURING (MPa)
06-02-10 1506 FC IB-2 C 30 42.5N 300 15.4 25.4 34.8 39.3 PH Unit 5 Lift 58 Column LEFT SIDE
06-02-10 1503 FC IB-2 C 30 42.5N 300 20.3 29.9 35.7 42.9 APPRON SLAB
07-02-10 1513 FC IB-2 C 30 42.5N 300 15.9 26.4 35.3 40.3 APPRON SLAB
09-02-10 1522 FC IB-2 C 30 42.5N 300 18.8 27.1 34.3 37.6 PH Unit 4 Lift 15C Left WALL
09-02-10 1523 FC IB-2 C 30 42.5N 300 18.3 27.6 33.7 39.6 PH Unit 2 Lift P2
09-02-10 1524 FC IB-2 C 30 42.5N 300 16.9 26.3 34.6 39.8 CARPENTRY WORKSHOP PRECAST CABLE DUCT
09-02-10 1525 FC IB-2 C 30 42.5N 300 15.1 25.9 33.9 38.4TEMPORARY BRIDGE 2nd STAGE OF WALL ON LEFT
ABUTMENT10-02-10 1529 FC IB-2 C 30 42.5N 300 18.5 28.6 37.0 41.4 PH Unit 5 Lift 58
10-02-10 1535 FC IB-2 C 30 42.5N 300 15.0 28.6 32.7 39.0 PH Unit 3 Lift 18A Centre Wall
10-02-10 1528 FC IB-2 C 30 42.5N 300 19.3 28.1 36.6 42.3 APPRON SLAB
11-02-10 1536 FC IB-2 C 30 42.5N 300 18.4 25.8 32.7 37.1 PH Unit 4 Lift 82B Slab
11-02-10 1539 FC IB-2 C 30 42.5N 300 15.6 24.5 31.8 36.1 PH Unit 3 Lift 18 Right Side Wall
11-02-10 1540 FC IB-2 C 30 42.5N 300 15.0 24.7 32.5 41.7 CARPENTRY WORKSHOP PRECAST CABLE DUCT
13-02-10 1550 FC IB-2 C 30 42.5N 300 15.1 24.7 32.9 36.3 PH Unit 4 Lift 15C Right Side Wall
13-02-10 1548 FC IB-2 C 30 42.5N 300 18.1 25.6 32.1 35.3 APPRON SLAB
14-02-10 1554 FC IB-2 C 30 42.5N 300 15.1 24.5 32.7 36.2 PH Unit 2 Lift 7 Left Wall
16-02-10 1558 FC IB-2 C 30 42.5N 300 18.9 30.8 38.9 45.1 PH Unit 1 Lift 23
16-02-10 1561 FC IB-2 C 30 42.5N 300 18.7 31.3 38.5 44.3 CARPENTRY WORKSHOP PRECAST CABLE DUCT
17-02-10 1568 FC IB-2 C 30 42.5N 300 15.3 24.4 32.6 35.7 PH Unit 3 Lift 18 Side Wall
18-02-10 1576 FC IB-2 C 30 42.5N 300 14.2 24.0 33.2 37.8 PH Unit 2 Lift 59
18-02-10 1575 FC IB-2 C 30 42.5N 300 14.7 24.8 30.7 35.6 APPRON SLAB
18-02-10 1578 FC IB-2 C 30 42.5N 300 22.9 27.7 37.6 44.1 APPRON SLAB
19-02-10 1579 FC IB-2 C 30 42.5N 300 19.5 27.6 35.5 40.1 PH Unit 5 Lift 15C
19-02-10 1583 FC IB-2 C 30 42.5N 300 16.0 24.7 31.0 34.6 TEMPORARY BRIDGE LIFT 1 MIDDLE PIER
20-02-10 1586 FC IB-2 C 30 42.5N 300 14.6 23.5 31.5 35.0 PH Unit 5 Lift 86
22-02-10 1593 FC IB-2 C 30 42.5N 300 15.8 24.9 32.8 36.4 PH Unit 4 Lift 16 Centre Wall
22-02-10 1594 FC IB-2 C 30 42.5N 300 14.9 24.1 31.4 36.2 PH Unit 1 Lift 25 Left Side Wall
24-02-10 1603 FC IB-2 C 30 42.5N 300 16.7 27.1 36.6 43.4 PH Unit 1 Lift 25A Centre Wall
24-02-10 1605 FC IB-2 C 30 42.5N 300 14.5 24.5 31.3 36.8 PH Unit 4 Lift 83A
Page 29
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DateNote
Casted 2 days 7 days 28 days 90 days
LABORATORY Sep-10 REV. 0
Summary of BUJAGALI HYDROELECTRIC POWERSITE MATERIALS Cylinder Compressive Strengh Results PROJECT, UGANDA
Power House UNITS
Sample Ref.
Mix Type Concrete classCement
typeCement (Kg/m3)
Rc, maturation at NORMAL WATER CURING (MPa)
24-02-10 1606 FC IB-2 C 30 42.5N 300 14.9 25.1 33.8 38.1 PH Unit 4 Lift 83A
24-02-10 1607 FC IB-2 C 30 42.5N 300 15.6 25.8 35.7 40.5 PH Unit 4 Lift 83A
25-02-10 1614 FC IB-2 C 30 42.5N 300 14.7 24.5 31.5 35.1 CARPENTRY WORKSHOP PRECAST CABLE DUCT
26-02-10 1621 FC IB-2 C 30 42.5N 300 15.9 22.5 30.9 33.9 PH Unit 1 Lift 89
26-02-10 1617 FC IB-2 C 30 42.5N 300 14.2 23.5 31.5 34.9 APPRON SLAB
27-02-10 1623 FC IB-2 C 30 42.5N 300 19.0 28.1 35.7 40.8 PH Unit 2 Lift 83B
27-02-10 1624 FC IB-2 C 30 42.5N 300 19.0 28.9 35.9 40.5 PH Unit 1 Lift 25A Wall Axis 17
01-03-10 1626 FC IB-2 C 30 42.5N 300 13.5 22.7 32.3 37.0 CARPENTRY WORKSHOP PRECAST CABLE DUCT
01-03-10 1625 FC IB-2 C 30 42.5N 300 14.8 24.9 31.6 37.3 TEMPORARY BRIDGE FOUND. RIGHT ABUTMENT
02-03-10 1632 FC IB-2 C 30 42.5N 300 14.5 24.1 31.4 36.2 PH Unit 2 Lift 17 Right side wall
02-03-10 1633 FC IB-2 C 30 42.5N 300 18.3 28.1 37.2 40.1 PH Unit 2 Lift 17 Right side wall
03-03-10 1641 FC IB-2 C 30 42.5N 300 14.8 32.2 31.0 35.2 PH Unit 4 Lift 57A
03-03-10 1643 FC IB-2 C 30 42.5N 300 15.2 24.8 33.0 37.3 PH Unit 1 Lift 64 Wall axis 20 - 21
03-03-10 1640 FC IB-2 C 30 42.5N 300 14.9 24.8 33.6 37.1 CARPENTRY WORKSHOP PRECAST CABLE DUCT
04-03-10 1647 FC IB-2 C 30 42.5N 300 14.9 24.6 33.6 36.8 PH Unit 1 Lift 64 Wall axis 17 - 18
05-03-10 1648 FC IB-2 C 30 42.5N 300 14.5 23.3 31.3 36.5 PH Unit 2 Lift 84
05-03-10 1652 FC IB-2 C 30 42.5N 300 14.9 25.2 33.8 37.3 PH Unit 2 Lift 84
06-03-10 1654 FC IB-2 C 30 42.5N 300 14.4 23.9 31.8 35.8 PH Unit 2 Lift 18 centre wall
07-03-10 1658 FC IB-2 C 30 42.5N 300 14.3 23.8 32.6 36.6 PH Unit 4 Lift 16 left Wall
07-03-10 1659 FC IB-2 C 30 42.5N 300 14.7 23.8 31.9 35.3 PH Unit 2 Lift 60
08-03-10 1660 FC IB-2 C 30 42.5N 300 13.7 22.2 31.8 33.5 PH Retaining wall lift 23&14
08-03-10 1661 FC IB-2 C 30 42.5N 300 14.3 24.0 33.6 36.4 CARPENTRY WORKSHOP PRECAST CABLE DUCT
10-03-10 1669 FC IB-2 C 30 42.5N 300 16.5 22.9 33.3 36.0 PH Unit 2 Lift 18A Left centre wall
10-03-10 1670 FC IB-2 C 30 42.5N 300 14.8 24.3 33.8 36.2 CARPENTRY WORKSHOP PRECAST CABLE DUCT
11-03-10 1675 FC IB-2 C 30 42.5N 300 17.5 25.8 31.7 38.8 APPRON SLAB
11-03-10 1677 FC IB-2 C 30 42.5N 300 15.3 24.7 34.1 39.8 APPRON SLAB
12-03-10 1680 FC IB-2 C 30 42.5N 300 14.2 23.8 32.4 35.2 PH Unit 4 Lift 57B
12-03-10 1683 FC IB-2 C 30 42.5N 300 14.6 24.7 31.6 37.4 PH Unit 5 Lift 16 SLAB
13-03-10 1686 FC IB-2 C 30 42.5N 300 15.1 23.1 32.4 36.7 PH Unit 2 Lift 18A Right side wall
Page 30
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DateNote
Casted 2 days 7 days 28 days 90 days
LABORATORY Sep-10 REV. 0
Summary of BUJAGALI HYDROELECTRIC POWERSITE MATERIALS Cylinder Compressive Strengh Results PROJECT, UGANDA
Power House UNITS
Sample Ref.
Mix Type Concrete classCement
typeCement (Kg/m3)
Rc, maturation at NORMAL WATER CURING (MPa)
13-03-10 1688 FC IB-2 C 30 42.5N 300 17.6 28.2 34.4 38.7 PH Unit 1 Lift 90 Column axis 18
15-03-10 1693 FC IB-2 C 30 42.5N 300 12.9 22.8 31.8 34.4 CARPENTRY WORKSHOP PRECAST CABLE DUCT
15-03-10 1694 FC IB-2 C 30 42.5N 300 12.0 22.5 33.1 36.8 TEMPORARY BRIDGE 1st WALL ABUTMENT
16-03-10 1696 FC IB-2 C 30 42.5N 300 14.1 23.9 32.4 36.6 PH Unit 5 Lift 15C centre wall
16-03-10 1698 FC IB-2 C 30 42.5N 300 18.8 26.0 33.3 36.1 PH Unit 4 Lift 83B
17-03-10 1700 FC IB-2 C 30 42.5N 300 15.9 24.7 31.0 34.1 PH Unit 1 Lift 90 Column axis 21
17-03-10 1705 FC IB-2 C 30 42.5N 300 13.6 23.1 32.1 34.2 PH Unit 4 Lift 58 Column left sait
17-03-10 1703 FC IB-2 C 30 42.5N 300 13.8 24.3 33.6 36.9 CARPENTRY WORKSHOP PRECAST CABLE DUCT
17-03-10 1701 FC IB-2 C 30 42.5N 300 17.2 24.0 30.7 33.7 APPRON SLAB
18-03-10 1706 FC IB-2 C 30 42.5N 300 15.5 24.7 31.1 33.9 PH Unit 4 Lift 16 Right side wall
19-03-10 1711 FC IB-2 C 30 42.5N 300 14.7 23.8 31.8 35.9 PH Unit 5 Lift 59
19-03-10 1713 FC IB-2 C 30 42.5N 300 16.1 25.3 31.4 35.4 PH Unit 2 Lift P4
20-03-10 1716 FC IB-2 C 30 42.5N 300 14.3 22.9 32.7 34.5 PH Unit 2 Lift 61
20-03-10 1717 FC IB-2 C 30 42.5N 300 15.3 23.4 30.2 33.5 PH Unit 4 Lift 17 centre wall
21-03-10 1722 FC IB-2 C 30 42.5N 300 15.1 25.1 34.1 38.4 PH Unit 5 Lift 15C
21-03-10 1725 FC IB-2 C 30 42.5N 300 14.3 22.8 32.4 36.8TEMPORARY BRIDGE 2nd
STAGE OF WALL ON RIGHT ABUTMENT
22-03-10 1726 FC IB-2 C 30 42.5N 300 15.1 24.6 33.6 37.3 CARPENTRY WORKSHOP PRECAST CABLE DUCT
23-03-10 1730 FC IB-2 C 30 42.5N 300 13.9 23.1 33.2 37.2 PH Unit 2 Lift 85
23-03-10 1731 FC IB-2 C 30 42.5N 300 14.1 23.6 32.3 36.6 PH Unit 2 Lift 85
24-03-10 1732 FC IB-2 C 30 42.5N 300 15.5 24.4 31.2 34.1 PH Unit 4 Lift 17 left side wall
24-03-10 1735 FC IB-2 C 30 42.5N 300 16.2 29.1 37.1 39.8 PH Unit 2 Lift 19A centre wall
24-03-10 1733 FC IB-2 C 30 42.5N 300 13.5 22.2 31.4 34.9 CARPENTRY WORKSHOP PRECAST CABLE DUCT
25-03-10 1740 FC IB-2 C 30 42.5N 300 14.2 23.2 32.6 35.2 PH Unit 4 Lift 84
26-03-10 1747 FC IB-2 C 30 42.5N 300 14.2 23.9 32.8 42.4 CARPENTRY WORKSHOP PRECAST CABLE DUCT
27-03-10 1752 FC IB-2 C 30 42.5N 300 13.6 22.8 33.1 36.9 PH Unit 4 Lift 58
27-03-10 1753 FC IB-2 C 30 42.5N 300 14.4 23.7 33.4 36.3 PH Unit 2 Lift 19 left centre wall
28-03-10 1757 FC IB-2 C 30 42.5N 300 16.6 23.8 32.5 34.4 APPRON SLAB
29-03-10 1762 FC IB-2 C 30 42.5N 300 14.7 25.3 31.9 34.3 PH Unit 1 Lift 25A
29-03-10 1759 FC IB-2 C 30 42.5N 300 14.8 22.8 32.9 35.8 CARPENTRY WORKSHOP PRECAST CABLE DUCT
Page 31
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DateNote
Casted 2 days 7 days 28 days 90 days
LABORATORY Sep-10 REV. 0
Summary of BUJAGALI HYDROELECTRIC POWERSITE MATERIALS Cylinder Compressive Strengh Results PROJECT, UGANDA
Power House UNITS
Sample Ref.
Mix Type Concrete classCement
typeCement (Kg/m3)
Rc, maturation at NORMAL WATER CURING (MPa)
31-03-10 1775 FC IB-2 C 30 42.5N 300 14.3 24.8 31.9 33.4 PH Unit 2 Lift P5
31-03-10 1771 FC IB-2 C 30 42.5N 300 14.1 23.9 32.6 36.4 CARPENTRY WORKSHOP PRECAST CABLE DUCT
01-04-10 1776 FC IB-2 C 30 42.5N 300 17.9 26.8 34.8 37.5 PH Unit 5 Lift 15C left side wall
01-04-10 1780 FC IB-2 C 30 42.5N 300 14.4 24.6 32.4 35.8 PH Unit 1 Retaining wall Lift 16 & 24
02-04-10 1782 FC IB-2 C 30 42.5N 300 16.1 22.6 31.1 34.3 PH Unit 4 Lift 85
02-04-10 1788 FC IB-2 C 30 42.5N 300 14.4 23.9 32.3 34.4 PH Unit 2 Lift 19 Right side wall
02-04-10 1784 FC IB-2 C 30 42.5N 300 14.6 24.8 33.3 37.8 CARPENTRY WORKSHOP PRECAST CABLE DUCT
07-04-10 1793 FC IB-2 C 30 42.5N 300 13.9 23.1 32.4 36.6 CARPENTRY WORKSHOP PRECAST CABLE DUCT
08-04-10 1794 FC IB-2 C 30 42.5N 300 14.6 23.7 31.8 35.5 PH Unit 3 Lift 88
09-04-10 1797 FC IB-2 C 30 42.5N 300 13.8 23.4 32.6 35.5 PH Unit 4 Lift 17 Right side wall
09-04-10 1799 FC IB-2 C 30 42.5N 300 14.6 25.2 33.6 37.1 CARPENTRY WORKSHOP PRECAST CABLE DUCT
10-04-10 1803 FC IB-2 C 30 42.5N 300 13.7 24.2 31.7 35.3 PH Unit 3 Lift 19 centre wall
10-04-10 1805 FC IB-2 C 30 42.5N 300 13.8 23.7 31.1 35.0 APPRON SLAB
12-04-10 1809 FC IB-2 C 30 42.5N 300 13.7 23.2 30.0 34.6 CARPENTRY WORKSHOP PRECAST CABLE DUCT
12-04-10 1811 FC IB-2 C 30 42.5N 300 13.6 23.6 33.0 37.4 APPRON SLAB
13-04-10 1815 FC IB-2 C 30 42.5N 300 13.3 23.7 32.1 36.3 PH Unit 3 Lift 19 Right side wall
14-04-10 1818 FC IB-2 C 30 42.5N 300 14.3 23.6 34.8 38.8 CARPENTRY WORKSHOP PRECAST CABLE DUCT
16-04-10 1830 FC IB-2 C 30 42.5N 300 13.9 23.9 31.7 35.8 PH Unit 5 Lift 60 Centre wall
16-04-10 1833 FC IB-2 C 30 42.5N 300 13.8 24.1 35.3 39.8 CARPENTRY WORKSHOP PRECAST CABLE DUCT
17-04-10 1837 FC IB-2 C 30 42.5N 300 13.9 23.3 34.3 38.2 APPRON SLAB
18-04-10 1841 FC IB-2 C 30 42.5N 300 14.2 23.9 32.0 36.1 PH Unit 1 Lift 26
19-04-10 1841A FC IB-2 C 30 42.5N 300 13.9 23.5 31.8 34.5 ERECTION BAY WALL
21-04-10 1849 FC IB-2 C 30 42.5N 300 13.9 23.8 32.4 35.3 PH Unit 3 Lift 19 left side wall
23-04-10 1854 FC IB-2 C 30 42.5N 300 14.8 22.6 33.1 35.1 PH Unit 5 Lift 16
24-04-10 1863 FC IB-2 C 30 42.5N 300 14.2 22.0 32.9 35.8 PH Unit 2 Lift 86
26-04-10 1870 FC IB-2 C 30 42.5N 300 13.2 23.4 35.9 38.3 PH Unit 2 Lift 19B
29-04-10 1879 FC IB-2 C 30 42.5N 300 17.0 25.0 33.2 35.3 PH Unit 5 Lift 87
30-04-10 1882 FC IB-2 C 30 42.5N 300 13.1 21.7 32.8 36.2 PH Unit 1 Retaining wall
03-05-10 1884 FC IB-2 C 30 42.5N 300 13.5 24.5 31.7 34.6 PH Unit 4 Lift 59
Page 32
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DateNote
Casted 2 days 7 days 28 days 90 days
LABORATORY Sep-10 REV. 0
Summary of BUJAGALI HYDROELECTRIC POWERSITE MATERIALS Cylinder Compressive Strengh Results PROJECT, UGANDA
Power House UNITS
Sample Ref.
Mix Type Concrete classCement
typeCement (Kg/m3)
Rc, maturation at NORMAL WATER CURING (MPa)
04-05-10 1891 FC IB-2 C 30 42.5N 300 13.6 23.4 30.5 34.9 PH Unit 5 Lift 16 right side wall
06-05-10 1894 FC IB-2 C 30 42.5N 300 13.4 23.7 31.4 34.9 PH Unit 4 Lift 86
06-05-10 1895 FC IB-2 C 30 42.5N 300 14.8 24.8 32.6 35.3 PH Unit 4 Lift 18
07-05-10 1896 FC IB-2 C 30 42.5N 300 13.7 24.3 32.9 35.8 PH Unit 1 Lift 29
07-05-10 1899 FC IB-2 C 30 42.5N 300 14.8 25.4 36.8 41.3 PH Unit 1 Lift 27
08-05-10 1902 FC IB-2 C 30 42.5N 300 14.6 24.9 32.8 36.8 PH Unit 2 Lift 20 1st Pouring
11-05-10 1911 FC IB-2 C 30 42.5N 300 13.4 24.9 31.2 36.3 PH Unit 4 Lift P2
12-05-10 1917 FC IB-2 C 30 42.5N 300 13.9 24.2 31.6 35.0 PH Unit 2 Lift 25C Wall
14-05-10 1921 FC IB-2 C 30 42.5N 300 14.3 24.8 33.3 36.8 PH Unit 2 Lift 25 Lift side Wall
14-05-10 1922 FC IB-2 C 30 42.5N 300 14.0 24.3 32.6 35.7 PH Unit 4 Lift 19 centre Wall
18-05-10 1938 FC IB-2 C 30 42.5N 300 16.1 28.7 35.0 40.6 PH Unit 2 Lift 25A right side wall
19-05-10 1939 FC IB-2 C 30 42.5N 300 14.3 25.3 31.5 33.4 PH Unit 3 Lift 89
23-05-10 1953 FC IB-2 C 30 42.5N 300 14.9 22.4 33.1 35.5 PH Contral building slab
25-05-10 1957 FC IB-2 C 30 42.5N 300 15.3 25.3 31.4 37.0 PH Unit 5 P2 slab
26-05-10 1964 FC IB-2 C 30 42.5N 300 18.0 27.7 32.5 38.6 PH Unit 3 Wall 25A Right
26-05-10 1966 FC IB-2 C 30 42.5N 300 14.1 25.2 32.5 35.9 PH Unit 1 Lift 28 & Wall Lift 18
26-05-10 1968 FC IB-2 C 30 42.5N 300 14.3 24.9 33.7 37.2 PH Unit 1 Lift 28 & Wall Lift 18
28-05-10 1973 FC IB-2 C 30 42.5N 300 19.1 25.0 32.7 35.0 PH Unit 5 Lift 16 Left Wall
01-06-10 1981 FC IB-2 C 30 42.5N 300 14.5 24.3 33.9 36.8 PH Unit 3 P4
03-06-10 1988 FC IB-2 C 30 42.5N 300 14.8 23.2 33.5 37.1 PH Unit 5 Lift 17 Right side wall
04-06-10 1992 FC IB-2 C 30 42.5N 300 13.6 25.1 33.5 36.7 PH Unit 3 Lift 25A Centre wall
08-06-10 2008 FC IB-2 C 30 42.5N 300 14.3 24.4 33.1 36.6 PH Unit 3 Lift 25A Left Side wall
11-06-10 2018 FC IB-2 C 30 42.5N 300 15.4 24.8 32.3 36.5 PH Unit 4 Lift 19A Right side wall
11-06-10 2021 FC IB-2 C 30 42.5N 300 14.4 24.7 30.2 34.7 PH Unit 4 Lift 60 center
12-06-10 2024 FC IB-2 C 30 42.5N 300 14.6 24.9 32.7 35.6 PH Unit 1 Lift 29 & wall lift 19
12-06-10 2027 FC IB-2 C 30 42.5N 300 14.8 25.1 34.3 38.8 PH Unit 1 Lift 29 & wall lift 19
12-06-10 2029 FC IB-2 C 30 42.5N 300 14.9 24.6 33.8 36.2 PH Unit 4 Lift 19A Left side wall
15-06-10 2040 FC IB-2 C 30 42.5N 300 14.1 26.2 34.7 38.8 PH Unit 4 Lift 25A center wall
18-06-10 2047 FC IB-2 C 30 42.5N 300 14.4 24.3 31.2 34.4 PH Unit 1 Lift 92
Page 33
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DateNote
Casted 2 days 7 days 28 days 90 days
LABORATORY Sep-10 REV. 0
Summary of BUJAGALI HYDROELECTRIC POWERSITE MATERIALS Cylinder Compressive Strengh Results PROJECT, UGANDA
Power House UNITS
Sample Ref.
Mix Type Concrete classCement
typeCement (Kg/m3)
Rc, maturation at NORMAL WATER CURING (MPa)
19-06-10 2049 FC IB-2 C 30 42.5N 300 16.1 24.9 32.0 36.0 PH Unit 2 Lift 88 External wall
20-06-10 2055 FC IB-2 C 30 42.5N 300 15.6 24.2 30.6 35.9 PH Unit 3 Lift 20
23-06-10 2065 FC IB-2 C 30 42.5N 300 14.6 24.9 32.7 35.8 PH Unit 5 Lift 18A Left side wall
24-06-10 2069 FC IB-2 C 30 42.5N 300 15.3 24.9 32.6 36.6 PH Unit 3 Lift 63 Column axis 12
25-06-10 2074 FC IB-2 C 30 42.5N 300 14.1 24.5 32.3 34.8 PH Unit 1 Right wall Lift 28 wall 18 & left wall
28-06-10 2083 FC IB-2 C 30 42.5N 300 15.0 24.5 33.7 36.2 PH Unit 4 Lift 25A left side wall
28-06-10 2085 FC IB-2 C 30 42.5N 300 14.9 24.8 32.7 35.1 PH Unit 1 Lift wall 30 & 20 wall
30-06-10 2091 FC IB-2 C 30 42.5N 300 14.6 24.8 32.6 36.3 PH Unit 4 Lift 19B
30-06-10 2092 FC IB-2 C 30 42.5N 300 14.0 23.6 32.2 36.6 PH Unit 4 Lift 25A Left side wall
02-07-10 2100 FC IB-2 C 30 42.5N 300 14.2 24.3 33.3 37.3 PH Unit 3 Lift 21B & 21A
03-07-10 2101 FC IB-2 C 30 42.5N 300 15.0 24.6 33.8 37.4 PH Unit 3 Lift 21B & 21A
06-07-10 2105 FC IB-2 C 30 42.5N 300 14.9 24.5 30.7 36.6 PH Unit 3 Lift 90