The mixture maximum specific gravity at 5.0 % asphalt binder content is 2.495. The asphalt specific gravity is 1.030. Compute the aggregate effective specific gravity. Estimate the mixture maximum specific gravity at 6.0 % asphalt binder content.
Q: minutes please please
A: DIVIDE THE BEAM AB AND BCD
Q: PROBLEM 3 The properties of three pipes connected in series are tabulated below. (a) What is the…
A: Given, HL = 30 ft d1 = 8 in or 0.667 ft d2 = 6 in or 0.50 ft d3 = 10 in or 0.833 ft
Q: find the slope at point CAD by virtual wors Methocd EI: Cost. 1 mt 13 A 2 m
A: We will apply unit moment at point A to calculate slope.
Q: 5. Three coplanar forces act at the same point O as shown. If the forces are in equilibrium, what…
A: To find out the magnitude of force 3 and its direction from horizontal.
Q: Plot the traverse listed below: Line AzimuthS AB 218 degrees ВС 218 degrees CD 304 degrees DE 304…
A:
Q: Compute the hydraulic gradient, i Compute the discharge velocity, v in m/hr. Compute the flow rate…
A:
Q: The cantilever T- beam is loaded as shown in the figure. Ti 80 mm 40 kN/m NA 120 mm 2.0 m INa =…
A: A loaded beam is given with its cross section and it has been asked to determine its compressive…
Q: Page 3 of 4 q= 25 kPa p= 1500 kg/m 2 m c=0 = 22 1m is 2 m p= 2150 kg/m p= 2250 kg/m c= 25 kPa = 20 3…
A:
Q: The length of an steel rail track is 40 m when installed at the temperature of 30 °C. Find the…
A:
Q: Read The passage carefully and then answer the items that follow. Nada had a little white lamb and…
A: Q1. Nada kept the lamb tied to a tree. Q2 Hazem had stolen the lamb. Q3. Original colour of the lamb…
Q: A 60-inch diameter steel pipe, 3/8 inch thick carries water under a pressure head of 550 ft.…
A:
Q: A trial mix was conducted to choose the best water-cement ratio for a designed high strength…
A:
Q: reservoirs with different liquids A (S=1.5) and B (S-0.8) are Square opening hole. The homogeneous…
A:
Q: Using double integration method, for the overhanging beam shown, (a) derive the equation of the…
A: Given,
Q: Compute the immediate deflection of the figure for Problem 14.3. The a span of 30 ft must resist…
A:
Q: A uniform live load of 3 kN/m and a single live concentrated force of 45 kN can be placed on the…
A:
Q: Q4: Helium gas in an ideal Otto cycle is compressed from 20°C and 2.5 L to 0.25 L, and its…
A:
Q: Design a slab with a simple span of 4m. The slab carries a floor live load of 6.69 kPa and a…
A:
Q: A W8x35 steel column has an unsupported height of 8 m. Using A36 steel with F&r = 248 MPa and E =…
A:
Q: For the rigid frame shown in Figure P3.9, determine the displacements and rotations of the nodes,…
A: E = 210 GPa = 2.1 × 105 N/mm2 A = 8 × 10-2 m2 = 80000 mm2 I = 1.2 × 10-4 m4 = 1.2 × 108 mm4 At…
Q: Solve the design compressive strength of the column in a 5- story building using a W12 x 65 section.…
A: The given data is shown below: W12×65Length=6mASTM A992Grade 50 steel
Q: Calculate the chainage of the tangent points of the compound curve from the following: R2=480m.…
A:
Q: 5) Calculate Mer for the beam below: It is simply- supported over a span of' 35 'feet. thas a 28-day…
A: Given Data: Simply Supported Beam L=35 ft =35×12 =420 in Symbol and notation used b=beam…
Q: B) Chlorine usage in the treatment of 30 MLD of water is 10 kg/day. The residual after 10 minutes…
A: To find out the dosage and chloride demand of water.
Q: Determine the theoretical steel areas required for tension of a rectangular section with b = 350 mm,…
A:
Q: SITUATION. The eyebolt is subjected to three (3) forces, A, B, and C. Given: A = 6.0 kN B = 2.4 kN…
A:
Q: 1000 N 390 N 450 N 480 N 500 N
A: To find the tension in the cable AB -
Q: PROBLEM 2 The elevations of water surfaces in reservoirs A and B are 300 ft and 250 ft,…
A: *Multiple Sub- parts* As per our company guidelines we are supposed to answer ?️only first 3️⃣…
Q: 4 ) Calculate Lattitude and departure for length 77 m and Azimuth 23 Degree
A: given data length of line = 77 meter azimuth of line = 23 degree we have to find departure = ?…
Q: The simple machine shown below has 2 parts connected via a pin at A. The gripp ceeth at B exerts a…
A:
Q: A short rectangular column 300 mm on one side and 400 mm on the other side. It is reinforced with…
A:
Q: Compute the immediate deflections due to dead load and live load on the beam of the figure for…
A: We’ll answer the first question(In -Pound unit) since the exact one wasn’t specified. Please submit…
Q: 7. AB and AC are cables. The tension in cable AB is most nearly 1000 N (A) 390 N (B) 450 N (C) 480 N…
A:
Q: Q.2 (a) In a vertical pipe conveying oil of specific gravity 0.8, two pressure gauges have been…
A:
Q: The cantilever T- beam is loaded as shown in the figure. T 80 mm 40 kN/m NA 120 mm 2.0 m INA =…
A: The major stresses induced due to bending are normal stresses of tension and compression. But the…
Q: A prestressed T-beam shown which is reinforced with a bonded tendon having an area Aps=1580 mm?,…
A: Answer We are given Bonded tendon Tendon Area Aps = 1580 mm2 f'c = 34.5 Mpa fpu =1862 Mpa Effective…
Q: Astone is dropped from a captive balloon at an elevation of 305m. Two seconds later another otone ir…
A:
Q: A solid 1.250-in-diameter steel shaft is subjected to torques Tg - 190 lb-ft and Tp- 115 Ib-ft,…
A: Given data: Maximum shear stress = 12 ksi diameter of solid shaft = 1.25 in TB = 190 lb.ft TD = 115…
Q: The 130 mm wide plate shown has a working tensile stress of 75 MPa and the bearing stress between…
A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…
Q: During a baseball practice session, the cutoff man A executes a throw to the third baseman B. If the…
A:
Q: Find the length of a lake, CB, given the distances AB = 290 m and AC = 225 m and the angle A= 72°.…
A:
Q: 4.) Consider the 2D beam supported by a pin at A and a roller at B. EXTERNAL FORCES a) Draw a FBD.…
A: The algebraic sum of the vertical forces at any section of a beam to the right or left of the…
Q: A short rectangular column 300 mm on one side and 400 mm on the other side. It is reinforced with…
A: Given, fc' = 21 MPafy= 415 MPa Width of the column=300 mm Depth of the column=400 mm
Q: A small catchment area 150 ha received a rainfall of 10.5cm in 90 minutes due to a storm. At the…
A:
Q: Determine the factored axial load for the short, spirally reinforced circular column according to…
A: Solution-f'c = 27.6 Mpa fy = 420 Mpa b = 350 mm h = 650 mm (assume)To Determine The factored…
Q: Investigate the acceptability of the concrete beam with length (L=5400 mm) and cross-section…
A: Given Data:L=5400mmb=300mmd=500mmfc=24mpafy=400Mpa
Q: The hydrograph tabulated below was observed for a river draining a 40 square miles catchment,…
A: Catchment area= 40 sq miles t= 3 hrs Hours Q 0 450 3 5500 6 9000 9 7500 12 6500 15…
Q: The floor system shown is subjected to a total uniform distributed loa ketch the loading that acts…
A:
Q: Determine the necessary we reinforcement for a simple beam subjected to an equllionum lactored…
A: Solution: Given: Tu = 25 kN m Vu = 160 kN b = 350 mm h = 550 mm d = 487.5 mm Ast = 4×π4×282=2463…
Q: PROBLEM 1 The total discharge in the system below is 15.5 cfs and the head loss from B to C is 24…
A:
Trending now
This is a popular solution!
Step by step
Solved in 3 steps
- Given four different types of aggregates to be used to produce a blended aggregate for use in the manufacture of asphaltic concrete, determine the bulk specific gravity of the aggregate mix.An aggregate blend is composed of 65% coarse aggregate by weight (SG 2.65), 30% fine aggregate (SG 2.70), and 5% filler (SG 2.75). The compacted specimen contains 6% asphalt binder (SG 105) by weight of total mix, and has a bulk densit of 2.255 Mg/m&3. Ignoring absorption.a. What is the percent voids fill with asphalt?b. What is the percent voids in mineral aggregates?c. What is the percent voids in total mix?9.25 An aggregate blend is composed of 59% coarse aggregate by weight (Sp. Gr. 2.635), 36% fine aggregate (Sp. Gr. 2.710), and 5% filler (Sp. Gr. 2.748). The compacted specimen contains 6% asphalt binder (Sp. Gr. 1.088) by weight of total mix and has a bulk density of 2305 kg/m³. Ignoring absorption, compute the percent voids in total mix, percent voids in mineral aggregate, and the percent voids filled with asphalt.
- The mix design for an asphalt concrete mixture requires 2 to 6% minus 0.075 mm. The three aggregates shown in Table P.5.34 are available. TABLE P5.34 Minus 0.075 mm Coarse 0.5% Intermediate 1.5% Fine Aggregate 11.5% Considering that approximately equal amounts of coarse and intermediate aggregate will be used in the mix, what is the percentage of fine aggregate that will give a resulting minus 0.075 mm in the mixture in the middle of the range, about 4%?An aggregate blend is composed of 65% coarse aggregate by weight (Sp. Gr. 2.65), 30% fine aggregate (Sp. Gr. 2.70), and 5% filler (Sp. Gr. 2.75). The compacted specimen contains 6% asphalt binder (Sp. Gr. 1.05) by weight of total mix, and has a bulk density of 2.255 Mg/m^3. Ignoring absorption. a. What is the percent voids fill with asphalt? b. What is the percent voids in mineral aggregates? c. What is the percent voids in total mix?A compacted asphalt concrete specimen has the following propertiesAsphalt Content = 5% by total weight of the mixBulk specific gravity of the mix = 2.485Theoretical maximum specific gravity = 2.595Bulk specific gravity of the aggregate = 2.715Absorption = 1.5%Compute the percent's VTM, VMA, and VFA
- Max specific gravity of mixture = 2.48 and following details are given. Bulk specific gravity aggregates in the mix and asphalt absorbed (%) are respectively, Material Specific gravity Mix Composition Asphalt Cement 1.02 6.40 Coarse Aggregate 2.51 52.35 Fine Aggregate 2.74 33.45 Mineral filler 2.69 7.80 2.603 and 3.10 2.538 and 2.60 2.603 and 2.08 2.538 and 3.20An aggregate blend is composed of 59% coarse aggregate by weight (Sp. Gr.2.635), 36% fine aggregate (Sp. Gr. 2.710), and 5% filler (Sp. Gr. 2.748). The compacted specimen contains 6% asphalt binder (Sp. Gr. 1.088) by weight of total mix and has a bulk density of 143.9 lb/ft3 Ignoring absorption, compute the percent voids in total mix, percent voids in mineral aggregate, and the percent voids filled with asphalt.A sample of aggregate weighing of 3800g. 45.5% retaining on sieve No.4. and 48.5% it is retaining on sieve No 200. If bulk specific - gravities of coarse , fine and mineral filler aggregates are 2.59 , 2.66 , and 2.69 respectively, determine the optimum asphalt conten as a percentage of the total mix if results obtained using the Marshall method are shown in the table below. The specific gravity of the asphalt is 1.05. Given that the specifications required minimum Marshal Stability of ( 7kN ). Flow (2-4mm) and percent of air voids (3-5%). (Note: if the mix is not satisfy the requirement, please explain how to adjust it). Marsha test Weight of sample (gm) Asphalt content (%) Stability (kN) Flow (mm) In air In water 0.04 1260.4 716.3 6.25 2.9 0.045 1298.9 747.8 7.1 3.2 0.05 1127.7 652.9 7.9 3.8 0.055 1222.5 705.6 7.5 4.5 0.06 1182.6 679.8 5.9 6.05
- An aggregate blend is composed of 59% coarse aggregate by weight (Sp. Gr.2.635), 36% fine aggregate (Sp. Gr. 2.710), and 5% filler (Sp. Gr. 2.748). Thecompacted specimen contains 6% asphalt binder (Sp. Gr. 1.088) by weight oftotal mix and has a bulk density of 2305 kg/m3 . Ignoring absorption, computethe percent voids in total mix, percent voids in mineral aggregate, and thepercent voids filled with asphalt.An aggregate blend for an asphalt concrete mixture has the following composition by weight: Coarse aggregate Fine aggregate 65% Specific (bulk) gravity of coarse agg. 35% Specific (bulk) gravity of fine agg. = 2.70 = 2.65 This aggregate blend was mixed with asphalt cement (G, =1.03) at an asphalt content of 5.5% by weight of mixture (ignore absorbed asphalt). A volumetric analysis was conducted and it was determined that the %VMA for the mix was 15.5%. Determine Gmb Of the mixture.An asphalt concrete specimen has the following properties: • Asphalt content = 5.5% by total %3D weight of mix • Bulk specific gravity of the mix = 2.475 • Theoretical maximum specific of gravity = 2.563 • Bulk specific gravity aggregate = %3D 2.689 Ignoring absorption, compute the percent VFA Select one: A. 67.2% B. 68.1% C. 76.3% D. 73.8%