Outline the health hazards of ROAD WORKS

Assume you are the Design/Build Contractor for a CVS Pharmacy in Logan, OH. The building is 11,945 square feet in size with construction scheduled to commence on January 18, 2017. Use the progress completion schedule from a similar CVS Pharmacy in Athens, OH, to organize the overall schedule for the project by weekly progress for a completion date (turn over to owner) on May 23, 2017.
1. Progress in one week: awnings, landscaping, permanent electrical power, gas service
2. Progress in two weeks: compactor pad poured with concrete, drive through poured with concrete, water line, dumpster pad
3. Progress in two weeks: drywall finishing, painting, electrical rough-in, glass and glazing
4. Progress in two weeks: pharmacy window and pneumatic tube, flooring, lights, ceiling tiles
5. Progress in three weeks: demolition, clear and grub site, excavation and erosion control
6. Progress in two weeks: block cleaning, transformer set, base coat of paving
7. Progress in two weeks: exterior wall block, irrigation, grading, demo for turning lanes
8. Progress in one week: footers, column pads, curb layout, parking lot layout, site grading
9. Progress in two weeks: interior framing, doors and hardware, window frames, electrical rough-in, plumbing rough-in
10. Progress in two weeks: interior slab, block work, storm sewer
11. Progress in one week: landscaping, exterior signage, parking lot striping, site clean-up, project completion
12. Progress in one week: millwork, lights, electrical finish, plumbing finish, HVAC finish
13. Progress in two weeks: sanitary pump station, service panels set, sidewalks poured, stone base for pavement
14. Progress in two weeks: steel erection, exterior framing, HVAC roof curbs, roofing, concrete curb, sanitary sewer, relocate telephone lines, parking lot light conduit

A 30 ft long beam (W24x68) supports a 5 kips/ft uniformly distributed live. Loading due to self-weight of the beam is negligible, The beam is laterally supported at its ends and at third points. What is the flexural strength (kip/ft) of the section based on lateral torsional buckling (FLB)  failure mode?

Your client is a small community of 5000 people. They want to begin a municipally operated refuse collection and disposal program and ask your advice on the purchase of collection vehicles.  They want to collect refuse once a week. What would you recommend? (you are asked to provide recommendation regarding type of vehicles as well as a rough estimate on numbers, make appropriate assumptions).

explain two new personal insights on persons 65 plus. Also, discuss two ways that foresee learning about age differentiation and the aged helpful to your current or future career field.

manufacturing questions: a. Estimate the number of particles in a 500-g sample of iron powder if the particle size is 50 microns.

b. Describe the differences and similarities in processing metal powders vs. ceramics.

1- Bring out their significance of evaporation, transpiration and evapotranspiration. (i) in arid region, and (ii) in humid region.

2- Explain various factors, which affect infiltration? And using sketches/diagrams explain Horton's method of determining the infiltration capacity of a soil surface.

c)- What are the most important 5 methods of estimating runoff from a catchment?

Two concentrated loads each 10kN are applied vertically on an elastic, homogenous and isotropic single layer flexible pavement. The distance between the left and right wheel is 350mm. Calculate the radial stress at point A, which is located 70mm horizontally, 90mm tangentially and 100mm vertically from the left wheel load.

1)What is the advantages of gypsum?

a)fire proofing ( X )       b)heat treatment ( )         c)cheap ( )      d)disintegrate in the moisture ( )

2) Where can use the hydraulic lime?

a)bridge ( )               b)building ( X )          c)under sea ( )           d)roads ( )

3) Why alkali oxides (Na2O and K2O ) in cement are harmful ? because they:

a) increase heat of hydration ( )    b)decrease strength of cement ( )   c)react with alkali of aggregates ( )

d)retard the setting time of cement ( )

4)Loss Of Ignition (LOL) indicates _____ or _____ due to prologned or improper storage:

a)prehydation or oxidation ( )      b)prehydration or carbonation ( )   c)oxidation or carbonation ( )

d) non of them ( )

5)which oxide of cement hydrates later than others:

a)SiO₂ ( )             b)Fe₂O₃ ( )         c)K₂O ( )         d) CaO ( )

6)Which components of cement hydrates faster:

a) C₃S ( )              b)C₂S (   )         c)C₃A ( )             d) C₄AF ( )

7) Which rock is not an ingnious rock:

a)shale ( )      b)pumice ( )       c)Quartz ( )     d)basalt ( )

8)Whrere can use the “specific gravity” of aggregates in concrete? To calculate:

a)mix design ( )     b) abrasion resistance ( )    c)compressive strength ( )   d)splitting tensile strength ( )

9)Which test is usefull for determining the workability of “Fiber Reinforced Concrete” ?

a)slump test ( )    b)compacting factor ( )   c)flow table ( )    d) Vebe test ( )

10)Which factor does not have affecting on drying shrinkage?

a)size and shape of structure ( )                                        b)amount of distribution of aggregates ( )                                            c)amount of distribution of reinforcement ( )                  d)humidity of enviroment (   )

11) Which type of shrinkage occur before concrete has set?

a)carbonation shrinkage ( )   b)plastic shrinkage ( )   c)autogenous shrinkage ( ) d)drying shrinkage ( )

12) Which factor is related to Internal Durability ?

a)permeability ( )         b)volume change of aggregates ( )            c)alkali reaction ( )                                             d)attack of industrial liquids ( )

13)Which factor has been affected on workability of concrete?

a)W/C ratio ( )       b)shape of aggregates ( ) c)grading of aggregates ( )   d)all components ( )

14) The chemical reaction between water and cement known as ___________?

a)oxidation (   )    b)hydration (   )     c)carbonation (   )     d)calcination ( )

15) During slaking of lime heat evolves and _______?

a)burn lime ( )     b)volume expands ( )   c) hydration strated ( ) d)react with water ( )

16)Which fault occur due to the improper vibration of concrete?

a)shrinkage ( )   b)compation ( )    c)segregation ( )    d)bleeding ( )

17)What kind of aggregate can reacti with cement?

a)fine aggregates ( )   b)coarse aggregates ( )   c)alkali aggregates ( )    d)methamorphic rocks ( )

18) during the handiling of fresh concrete, what are the most important factors affecting on selection method?

a)econimic ( )        b) maintained the quality of concrete ( )               c)increase strength of concrete ( )    d) a and b ( )

19) __________ in the pure state is white but combined with impurities it may grey, brown or reddish brown?

a)gypsum ( )       b)lime (   )          c)cement ( )      d)sedimantary rocks ( )

20)which type of cement is suitable for concreting in cold wheater ?

a) Ordinary PC( )    b)rapid hardening PC ( )    c)low heat PC ( )    d)sulfate resistance PC ( )

21) which type of cement is used for concerting in sea water?

a)Ordinary PC ( )     b)sulfate resistance PC ( )      c) high aluminum Cement ( )                                                    d) white portland cement ( )

22 ) which type of cement is used in dam constructions?

a) masonary cement( )    b)rapid hardening PC ( )         c)low heat PC ( )     d)sulfate resistance PC ( )

23) Which type of cement is only used for architectural purpose?

a) ground granulated blast furnance slage ( )   b)natural cement ( )     c)wihte portland cement ( ) d)portland pozzolan cement ( )

24)which test is used for low workable concrete?

a) slump test (   )     b)compacting factor ( )    c) flow test ( )      d) kelly ball test ( )

Design the flexible pavement using Group index method and California bearing ratio method using the following data and compare the pavements.

Soil portion passing 75 micron sieve = 60%

Liquid limit = 43% and plastic limit = 28%

Area of the plunger = 19.6 cm2

Load at 2.5 mm penetration = 45kg

Load at 5 mm penetration = 68kg

Sub-base CBR = 30%

Base course CBR = 70%

Expected traffic = 900 vehicles per day.