BATCHING_ASPHALT_DESIGN.xlsx
10
BATCHING ASPHALT MATERIALS FOR DESIGN (BINDER COURSE) A. GRADING Date: 23/03/2015 > 20/05/2015 Material Percent 25mm 19mm 12.5mm 9.5mm 4.75mm 2.36mm 1.18mm 0.600mm 0.300mm 0.150mm 0.075mm S.G. 15-20 mm Agg 23 100.0 88.6 10.1 1.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.660 0.23 Contribution 23.0 20.4 2.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10-15 mm Agg 10 100.0 100.0 90.7 17.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 2.659 0.10 Contribution 10.0 10.0 9.1 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5-10 mm Agg 25 100.0 100.0 100.0 94.7 17.4 0.3 0.0 0.0 0.0 0.0 0.0 2.649 0.25 Contribution 25.0 25.0 25.0 23.7 4.4 0.1 0.0 0.0 0.0 0.0 0.0 CRS 31 100.0 100.0 100.0 100.0 99.9 79.8 61.2 45.0 29.9 14.2 3.9 2.625 0.31 Contribution 31.0 31.0 31.0 31.0 31.0 24.7 19.0 14.0 9.3 4.4 1.2 Nat. Sand 7 100.0 100.0 100.0 100.0 100.0 90.3 81.9 71.3 36.6 15.2 3.8 2.579 0.07 Contribution 7.0 7.0 7.0 7.0 7.0 6.3 5.7 5.0 2.6 1.1 0.3 Filler(Produced) 4 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.8 99.0 98.6 2.627 0.04 Contribution 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.9 SUM (%) 100 2.639 Combined Grading 100.0 97.4 78.4 67.7 46.3 35.1 28.7 22.9 15.8 9.4 5.4 B. BATCHING BY WEIGHT OF TOTAL MIX Weight in GM Bitumen Content, % Filler Bitumen Total 23 10 25 31 7 4 100 3.5 2220 965 2413 2992 676 386 350 10000 4 2208 960 2400 2976 672 384 400 10000 4.5 2197 955 2388 2961 669 382 450 10000 5 2185 950 2375 2945 665 380 500 10000 5.5 2174 945 2363 2930 662 378 550 10000 Gsb= 15-20 mm Agg 10-15 mm Agg 5-10 mm Agg Crushed SAND River SAND
-
Upload
golam-masud -
Category
Documents
-
view
3 -
download
0
Transcript of BATCHING_ASPHALT_DESIGN.xlsx
BC-Batching_2015 (k46)BATCHING ASPHALT MATERIALS FOR DESIGN (BINDER COURSE)A. GRADINGDate: 23/03/2015 >>20/05/2015MaterialPercent25mm19mm12.5mm9.5mm4.75mm2.36mm1.18mm0.600mm0.300mm0.150mm0.075mmS.G.
15-20 mm Agg23100.088.610.11.40.00.00.00.00.00.00.02.6600.23Contribution23.020.42.30.30.00.00.00.00.00.00.010-15 mm Agg10100.0100.090.717.20.10.00.00.00.00.00.02.6590.10Contribution10.010.09.11.70.00.00.00.00.00.00.05-10 mm Agg25100.0100.0100.094.717.40.30.00.00.00.00.02.6490.25Contribution25.025.025.023.74.40.10.00.00.00.00.0CRS31100.0100.0100.0100.099.979.861.245.029.914.23.92.6250.31Contribution31.031.031.031.031.024.719.014.09.34.41.2Nat. Sand7100.0100.0100.0100.0100.090.381.971.336.615.23.82.5790.07Contribution7.07.07.07.07.06.35.75.02.61.10.3Filler(Produced)4100.0100.0100.0100.0100.0100.0100.0100.099.899.098.62.6270.04Contribution4.04.04.04.04.04.04.04.04.04.03.9SUM (%)100Gsb=2.639Combined Grading100.097.478.467.746.335.128.722.915.89.45.4
B. BATCHING BY WEIGHT OF TOTAL MIX
Weight in GMBitumen Content, %15-20 mm Agg10-15 mm Agg5-10 mm AggCrushed SANDRiver SANDFillerBitumenTotal 23102531741003.5222096524132992676386350100004220896024002976672384400100004.5219795523882961669382450100005218595023752945665380500100005.521749452363293066237855010000
BC-Com_Agg_Graph
Ayni-Panjakent-Uzbekistan Border Road
Combined gradation on Particle Size Distribution of Aggregate and Filler for BC
Location :Km 46 Batching Plant
Sampled by :Date of Sampling : Date of Testing : SETS L, U & Actual
Sample : Engineer's Test / Joint TestEngineer'sPart. DiaLowerUpperActual25000100100100.0190009010097.49500608067.74750406046.32360284835.11180203628.7600142622.930082015.81507159.475285.4
TEST DATA FOR SIEVE ANALYSIS SieveMass RetainedTotal MassCu. Mass%%Size, mmFract.-1Fract.-2Fract.-3Fract.-4Ret.RetainedRetainedFiner25100.019.097.412.5NOT SHOWING IN THE GRAPH78.49.5067.74.7546.32.36035.11.18028.70.622.90.315.80.159.40.0755.4
INF.Gradation is nearly within limits.
SI # N/A
WC-Batching_2015(k46)BATCHING ASPHALT MATERIALS FOR DESIGN (WEARING COURSE)A. GRADINGKM 46 PLANTDate: 27/03/2015 >> 15/05/2015MaterialPercent25mm19mm12.5mm9.5mm4.75mm2.36mm1.18mm0.600mm0.300mm0.150mm0.075mmS.G.15-20 mm Agg099.884.79.30.60.00.00.00.00.00.00.02.6600Contribution0.00.00.00.00.00.00.00.00.00.00.010-15 mm Agg21100.0100.090.717.20.10.00.00.00.00.00.02.6590.21Contribution21.021.019.03.60.00.00.00.00.00.00.05-10 mm Agg28100.0100.0100.094.717.40.30.00.00.00.00.02.6490.28Contribution28.028.028.026.54.90.10.00.00.00.00.0CRS39100.0100.0100.0100.099.979.861.245.029.914.23.92.6250.39Contribution39.039.039.039.039.031.123.917.611.75.51.5Nat. Sand9100.0100.0100.0100.0100.090.382.171.336.615.23.82.5790.09Contribution9.09.09.09.09.08.17.46.43.31.40.3Filler(Produced)3100.0100.0100.0100.0100.0100.0100.0100.099.899.098.62.6270.03Contribution3.03.03.03.03.03.03.03.03.03.03.0SUM (%)100Gsb =2.635Combined Grading100.0100.098.081.155.942.334.327.017.99.94.8
B. BATCHING BY WEIGHT OF TOTAL MIX
Weight in gmBitumen Content, %15-20 mm Agg10-15 mm Agg5-10 mm AggCrushed SandRiver SandFillerBitumenTotal 02128399310040.02016.02688.03744.0864.0288.0400.0100004.50.02005.52674.03724.5859.5286.5450.01000050.01995.02660.03705.0855.0285.0500.0100005.50.01984.52646.03685.5850.5283.5550.01000060.01974.02632.03666.0846.0282.0600.010000
WC-Com_Agg_Graph
Ayni-Panjakent-Uzbekistan Border Road
Combined gradation on Particle Size Distribution of Aggregate and Filler for WC
Location :Km 46
Sampled by :Date of Sampling : Date of Testing : SETS L, U & Actual
Sample : Engineer's Test / Joint TestEngineer'sPart. DiaLowerUpperActual25000100100100.019000100100100.0125009010098.09500739381.14750517155.92360345442.31180223834.3600183027.0300102217.91509179.975284.8
TEST DATA FOR SIEVE ANALYSIS SieveMass RetainedTotal MassCu. Mass%%Size, mmFract.-1Fract.-2Fract.-3Fract.-4Ret.RetainedRetainedFiner25100.019.0100.012.598.09.5081.14.7555.92.36042.31.18034.30.627.00.317.90.159.90.0754.85
INF.Gradation is nearly within limits.
SI # N/A
Gmm_WCWC(12.5mm) Tested in May, 2015CorrectedGmmBinder ContentGmmActual4.02.4862.4864.52.4742.4655.02.4592.4595.52.4402.4586.02.4202.420
Gmm_BCBC(19mm) Tested in May, 2015AcceptedGmm (actual)Binder ContentGmm12AVG3.52.4782.4782.4782.4784.02.4622.4592.4642.4624.52.4512.4562.4512.4545.02.4442.4472.4412.4445.52.4382.4152.4172.416
Unsuitable Material1)Km 29+830 ~ Km 29+900(70m, R/S) Measurement : 70m x 3.1m x 0.5m = 109m32)Km 30+700 ~ Km 30+820(120m, L/S) Measurement : 120m x 5.0m x 0.5m = 300m33)Km 33+260 ~ Km 34+000
