Ask Question, Ask an Expert

+61-413 786 465

info@mywordsolution.com

Ask Civil Engineering Expert

Question
If on-site slump test fails, is it necessary that engineers allow a contractor to continue concreting works?

Answer
This is an extremely traditional question raised by many graduate engineers. In fact, there are two schools of idea regarding this issue.

The first school of thought is rather straightforward- contractor fails to fulfil with contractual requests and therefore as per G. C. C. Clause 54 (2) (c) engineer might order suspension of entitled to any claims of charge which is core concern for mainly engineers.
This is contractual power given to Engineer in case of any failure in tests essential by contract; although some engineers argue that slump tests are not as major as other tests similar to compression test.

The second school of thought is to let the contractor to continue their concreting works and later on request the contractor to prove that the finished works comply with other requirements as in compression test. This is based upon a belief that workability is mostly necessary to achieve design concrete compression strength. In case compression test also fails, contractor has to demolish and reconstruct works accordingly. In fact, this is a passive method of treating construction works and is not recommended since of following cause-

(i) Workability of freshly placed concrete is related not only to strength but also to stability of material. Still if in future compression test passes, failing in slump test point out that it might have adverse impact to stability of completed concrete structures.

(ii) In case compression test fails, contractor has to position extra time and resources to remove work and reconstruct them on one occasion again and this slows down progress of works significantly. Hence, present of such likely probability of occurrence, why shouldn't Engineer exercise his power to stop contractor and save these extra time and cost?

 

Civil Engineering, Engineering

  • Category:- Civil Engineering
  • Reference No.:- M9590980

Have any Question?


Related Questions in Civil Engineering

Assignmenta continuous three spans beam with

Assignment A continuous three spans beam with centre-to-centre distance of 6 m supports 150 mm thick one-way slabs as shown below. The beams have clear spans of 8 m, 9 m, and 8 (face-to-face of 400 mm square columns). Th ...

Assessment taskpractical investigationinstructions- it is

Assessment Task Practical Investigation Instructions: - It is very important that you read these instructions. - The hardcopy of the Assignment report, with the Assignment cover sheet, should be submitted to the Assignme ...

Aimthis assignment aims to demonstrate the structural

Aim: This assignment aims to demonstrate the structural design requirements of a glazed façade in a multi-storey building. Among other requirements, the glazed façade is required to comply with Australian Standard AS 204 ...

The drainage system of a cantilever wall shown in below

The drainage system of a cantilever wall shown in below figure, became blocked after a heavy rainstorm and the groundwater level, which was originallybelow the base, rose to1.5 (m) below the surface. Determine the stabil ...

Task details the client is doing masters in civil

Task Details: The client is doing Masters in Civil Engineering. He needs a Technical Paper on Earthquake pertaining to Geology and Rock Mechanics. There should be a through discussion of Earthquake in relation to the men ...

Assignment -ewb design report format - cover page - the as

Assignment - EWB Design Report Format - Cover page - The as EWB project Table of content Introduction about -EWB and CRDT (Cambodian Rural development team) Background about Cambodia - Economic, Weather, People - living ...

Aimthis assignment aims to demonstrate the structural

Aim: This assignment aims to demonstrate the structural design requirements of a glazed façade in a multi-storey building. Among other requirements, the glazed façade is required to comply with Australian Standard AS 204 ...

Masonry design assignmentquestion 1 - derivation of seismic

MASONRY DESIGN ASSIGNMENT Question 1 - Derivation of seismic actions on building a) Determine the storey seismic weights (Wi) for each suspended level of the building, hence the seismic weight (Wt) of the entire building ...

Civilyou are provided with bill of quantities prepared

Civil You are provided with bill of quantities prepared separately, priced and submitted by 3 con- tractors (A,B,C found on LMS) in respect of a proposed project (see appendix for drawings). The site is located on Mt. Al ...

1 aimthe assignment aims to develop the ability to analyse

1. Aim The assignment aims to develop the ability to analyse, evaluate, research plan and manage a major building project through individual and group participation (ideally 4-6 people).Refer to vUWS for the DA plans and ...

  • 4,153,160 Questions Asked
  • 13,132 Experts
  • 2,558,936 Questions Answered

Ask Experts for help!!

Looking for Assignment Help?

Start excelling in your Courses, Get help with Assignment

Write us your full requirement for evaluation and you will receive response within 20 minutes turnaround time.

Ask Now Help with Problems, Get a Best Answer

Why might a bank avoid the use of interest rate swaps even

Why might a bank avoid the use of interest rate swaps, even when the institution is exposed to significant interest rate

Describe the difference between zero coupon bonds and

Describe the difference between zero coupon bonds and coupon bonds. Under what conditions will a coupon bond sell at a p

Compute the present value of an annuity of 880 per year

Compute the present value of an annuity of $ 880 per year for 16 years, given a discount rate of 6 percent per annum. As

Compute the present value of an 1150 payment made in ten

Compute the present value of an $1,150 payment made in ten years when the discount rate is 12 percent. (Do not round int

Compute the present value of an annuity of 699 per year

Compute the present value of an annuity of $ 699 per year for 19 years, given a discount rate of 6 percent per annum. As