"7.4) The arbitrator shall have power to decide all procedural and evidential matters, including but not limited to (d) whether to apply the strict rules of evidence or any other rules as to the admissibility, relevance or weight of any material, oral, written or other sought to be tendered on any matters of fact or opinion, and the time, manner and form in which material should be exchanged and presented. (e) whether and to what extent the arbitrator should himself take the initiative in ascertaining the facts and the law and, (f) whether to rely upon his own knowledge and expertise to such extent as he thinks fit."
"The arbitrator may order that experts appear before him separately or concurrently at the hearing so that he may examine them inquisitorially, provided always that at the conclusion of the question and by the arbitrator the parties or their representatives should have the opportunity to put such further questions to any expert as they may reasonably require."
"2.3.1) Raising the roof at Culvert 1 has created an internal pressure trap in the marine structure (culvert). The respondent has admitted to selecting a methodology (Exposed Jetties —for open water progressive waves) that is not appropriate (for the dissipated/throttled waves): there is also no evidence of the Respondent using the prescribed care when using exposed jetties for structures that are not exposed. 2.3.2) The Respondent also identified the main issue it perceived being entrapped air, but neglected to consider/design adequately for such. The Respondent has also not designed internal structures within the raised roof at Culvert 1 for foreseeable loadings. 2.3.3) Due to the alleged breaches in this Statement of Claim, the design of the Culvert 1 roof/public promenade has not adequately addressed foreseeable loadings/mechanisms. 2.3.4) It is alleged that the culvert roof/public promenade has suffered damage due to the design not being sufficient for foreseeable loadings/mechanisms. 2.3.5) The claimant agrees with the provided statement in figure 24, the lesson learnt being to have a constant cross-section in the culvert to remove the pressure trap. To be in keeping with the rest of the design the internal roof at Culvert 1 would have to be lowered to the same height as the roofs at the adjacent Culvert 0 and Culvert 2. 2.3.6) Pressure relief also needs to be provided in any case. This is on the basis of safety, to ensure the pressure is not transmitted further down the culvert to adjoining employer's and the third party's critical infrastructure. 2.3.7) The construction work to lower the Culvert 1 roof has been estimated at£157,967 . Added to this is the following: • an estimate of£10,000 for adequate pressure relief as a safety measure; • an estimate of£25,000 for design fees; • an estimate of£5,000 for site supervision."
"3.2.11) Following its repair; for the gate to fail under normal wave action (no significant storm or evidence of being struck by debris) due to one (of four) missing bolts, appears to be a very lean design. Too lean from either not calculating the correct loading and/or not having a sufficient factor of safety. 3.2.13) It is demonstrated from the calculations that the gate has not been designed for dynamic load effects as per the static water head calculation."
"The failure of the upper promenade can be broken down into two sections, 54.1) longitudinal cracking above the culvert section one side walls and 54.2) rotational settlement of the upper promenade pavement slabs above culvert section two, leaving 'steps' between adjacent slabs and cracking of slabs."
"24. The claimant has not proven that the damage of which it complains was in any way caused by any such alleged failure, nor could it, because it was not. 25. The claimant has identified a number of instances of damage to the promenade and storm gates to the culverts. It asserts that the damage in question occurred as a consequence of these aforementioned alleged breaches of the respondent's design obligations. 26. They do not, and crucially, and fatally for the claimant's case, nowhere has the claimant proved how any alleged design defect did cause or could have caused the specific damage sustained by the promenade and gates. 27. The claimant also neglects to record the various occasions when it ignored advice from the respondent on design and construction issues. 28. The respondent has provided compelling evidence that the damage was in all likelihood caused by construction defects i.e. due to defective workmanship on the part of one or other or both of the contractors. In its pleadings and witness statements the claimant provided no evidence whatsoever on this issue. Its claim must therefore as a matter of law fail. 29. In any event, in addition to construction defects identified by the respondent, under cross-examination the claimant's own witnesses (Mr. Pomfret and Mr. Arnold) agreed that there were or could have been a number of construction defects with the works. For example, Mr. Pomfret admitted on day two that the reinforced concrete forming the down stand beams to the edge of the Culvert 1 roof slabs had not been properly poured. 30. Mr. Wyatt actually identified some construction defects in his report. 31. Even though directed to do so by its own engineer in October 2011, the claimant undertook no investigation of the promenade to ascertain what actually caused the damage complained of. Again, as a consequence of this its claim must fail. It has not proved its case on what caused the damage at all, never mind on the balance of probabilities. 32. The claimant did not even address causation in its statement of claim or reply, instead repeatedly stating in the latter that causation would be addressed by independent expert reports. In fact, none of the claimant's expert reports actually properly dealt with causation. 33. Professor Allsop was entirely concerned with theoretical analysis of failure mechanisms for the culverts and gates, with the presumed intention that thetribunal would accept that. 33.1. His analysis was correct (which Mr. Bell demonstrated to be clearly not the case), and 33.2. That if his analysis was correct that somehow the damage which actually occurred must have been due to defective design, though he never actually explained how. 34. Mr. Bell demonstrated that Professor Allsop's theories were unsustainable. 35. In any event, Professor Allsop's report did not deal with how any theoretical design defect could have caused the actual damage sustained. Under cross examination he also clearly stated that he had provided no analysis relating to Culvert 2 (above which much of the damage to the promenade in situ slab complained of was sustained), nor had he done any calculations on Culvert 0. 35. Further key comments and concessions from Professor Allsop's evidence are recorded below. 37. Mr. Wyatt attempted and failed to deal with causation. His report was shown to have failed to deal with major issues such as construction defects and to have been so full of errors as to be evidentially of little if any value. Details of the most obvious of his errors and omissions is provided below. 38. Mr. Cookson was the claimant's quantity surveying expert. His report was, in reality, simply a rubber stamping exercise. In addition to not dealing with causation it provided no analysis of costings for alternative remedial schemes to assist the tribunal. 39. Mr. Pomfret was the instigator and prime mover of the claim. He drafted the statement of claim and reply, bringing a claim against the respondent in which there was no consideration given to causation. As was put to him in cross-examination, if causation was not understood when the claim was brought, then a claim could not legitimately be brought (Day 1). 40. When instigating the claim Mr. Pomfret clearly refused to countenance the possibility that there were construction defects. He stated that there were none, but his grounds for doing so were preposterous. 41. His failure to do so and to explore if there were in fact construction defects means that the claimant's claim must fail. It cannot prove on the balance of probabilities, or indeed at all, that the respondent was wholly, or in part, or at all, responsible for the damage that occurred. 42. To the limited extent that evidence on causation has since been adduced by the claimant it has been adduced in an effort to justify the bringing of the claim, a retrofitting exercise, of no merit whatsoever. 43. The claimant's case has had no basis in fact, and been based on sweeping allegations against the respondent and innuendo. 44. Mr. Pomfret was a very unreliable witness, refusing to answer the most straightforward questions. 45. A significant number of references to his witness evidence are made below."
"94.3. The claimant has failed to prove its case on the balance of probabilities or at all. 94.3. The claimant has simply put forward hypothetical methods by which damage may be occurring. 94.4. It has failed to consider or investigate the identified construction issues 94.5. It has failed to prove any causal link to the damage 94.6. This is particularly clear in respect of the damage above culvert two. There is evidence of rotational settlement of the upper promenade pavement slab, and the claimant has provided no mechanism explaining how this is caused by any default on the part of the respondent."
"The contractor securing the upper central gate restraint with three bolts instead of the designed four. Each of these three bolts was not embedded to the required 85 millimetres and no resonant remain, suggesting they had not been installed properly. The contractor has admitted liability for this."
"The cracking I saw was of a type that would and could be expected to have occurred were the promenade to have been subjected to physical lifting. In this case, that lifting would occur if upward pressure on the soffit of the roof beams of culvert one had been of sufficient magnitude such as to overcome the pre-cast reinforced concrete slabs' structural ability to resist visible deflection upward by that upward pressure. The cracking I saw was consistent with an upward deflection of the roof's slabs. That consistency was disclosed by the fact that the cracks were, 'opening' cracks…"
"I saw cracking on the soffits of the roof slabs of culvert 1. The cracking was at the centre-line of the roof's slabs, symptomatic of tension cracking at the point of maximum bending stress of the roof slabs…I had seen and discerned from the documents I had received long before the site visit, that the quantity of steel reinforcement in the soffits of the roof's slabs exceeded the quantity of the steel reinforcement in the tops of the roof's slabs. It had appeared very obvious to me at a very early stage in the arbitration that the positioning of the reinforcement of steels seemed to be incorrect. The greater quantity of steel, by examination, ought to have been located in the top surfaces of the slabs, and not their soffits. The smaller crack widths (as compared to those cracks in the Promenade's surface) which observed on the soffits were consistent with what I perceived to be as the wrong place to have located the greater quantity of steel reinforcement."
"6.1.3. The claimants position was that the respondent, who owed a duty of care to it, had breached that duty of care, and that the said breach caused the damage suffered. The claimant alleged that the culvert roof/public promenade had suffered damage due to the design not being sufficient for foreseeable loading/mechanisms. The respondent's position was that the damage was caused by construction defects for which it had no liability, as its contract with the claimant excluded the provision of supervisory duties during construction of the culvert."
"16.2.2. In the giving of his evidence, Mr. Glennerster could not understand how Halcrow could be liable for the claim in respect of the gate when it had not been constructed by the contractor in accordance with Halcrow's drawings. I understood Mr. Glennerster's position; the fixings of the gate as constructed were not consistent with Halcrow's drawings. However, it was submitted to me in the claimant's evidence, evidence which I accepted, that the fixings of the gates to the culvert as shown on Halcrow's drawings were inadequate. The corollary of that is that even if the contractor had installed the fixings of the gates in accordance with Halcrow's drawings, the failure of the fixings would nonetheless have ensued. That was my conclusion of what had been submitted to me, both in writing and orally."
"Mr. Fearon: I cannot find anything to show causation? Mr. Wyatt: The link is the structure is underdesigned; in the slab under uplift load and failure to make the structure not composite."
"I met in private with Mr. Whitfield and Mr. Fearon. I explained that by inspection the 450mm slabs on their own do not appear to work. That was based on my own knowledge which I could not rely on without canvassing it before parties. I appear to have no calculations from Halcrow which showed the 450mm slabs will work on their own. Mr. Fearon noted there will be some composite action, a fact which I acknowledged but noting, just how much is some?"
"Mr. Whitfield: Look at document 2098, this is p.463, running the revised numbers for the ultimate moment, 575.12kN/m 2 goes to 625.1kN.m. Either 575.12kN.m or 625.1kN.m, what does that mean? Mr. Wyatt: There is insufficient strength in the beam to resist wave pressure forces. Mr. Whitfield: So against the criticism yesterday, do you wish to change anything in your overall conclusion? Mr. Wyatt: No."
"101. I then took Mr. Wyatt to document 1100 (Drg No 7709). I stated that the top face steel shown there was H2O bars @ 125mm c/c; and the bottom face steel was s25 bars @ 125mrn c/c. Mr. Wyatt's wave pressure was 56kN/m2, and his HA loading was 28.83kN/m2, including the knife edge load; that would suggest the greater quantity of reinforcement would be on the top surface, but the greater quantity of steel was on the bottom face. Mr. Wyatt stated that the greater quantity of steel is in the bottom face. I asked what that meant? He replied that there was insufficient steel on the top and bottom faces. He also stated: if air is acting over only a part of the beams it will not alter his conclusion to a great degree. He had assumed that water pressure was acting on the bearing shelf. He had taken the worst credible loading condition. Wave loading had been taken as live loading similar to HA loading therefore his factors of safety were OK. He had taken a factor of safety of 1.4 as for buildings. I asked if he had adopted load factors from British Standards. He replied yes, and he had not increased them."
"16.1.4. The dispute was referred to me on27 January 2015 . Resolution of the dispute has taken one year or thereby. During that year, the question which awaited my answer was this; which was the more likely cause of the damage to the culvert and its overlying promenade -was it (a) that of the design's not being sufficient for foreseeable loading/mechanisms; or was it (b) the alleged construction defects? I now answer that it was the former. 16.1.5. There were construction defects. Mr. Pomfret eventually had to concede that there was at least one. Crucially, the types of defect relied upon by the respondent were not the cause of the damage to the culvert and promenade. I asked myself, if the design was consistent with the parties' contracts requirements, would the construction defects alone have caused the damage which had occurred and which damage I saw both in photographs and on site? No, they would not. I also asked myself, if there had been no construction defects, would the damage still have occurred? The answer is yes. 16.1.6. The principal cause of the damage is to be found in the inadequate structural design of the pre-cast reinforced concrete slabs which form the roof of the culvert 1. The design of the pre-cast reinforced concrete roof slabs of culvert 1 has been shown to exhibit fundamental errors which negate its essential structural adequacy: • there is insufficient steel reinforcement in the bottoms of the roof • there is insufficient steel reinforcement in the tops of the roof slabs there is an absence of steel links between the bottom and top steel reinforcement layers, which absence denies a facility for the slabs to be analysed structurally as beams. • there is no adequate restraint to resist uplift forces generated by contractually derived wave pressures which act upon the internal roof of culvert 1."
"16.2.5. Mr. Wyatt adopted forces acting upon the gate which had been derived by Professor Allsop. I preferred Professor Allsop's derivation of forces on the gate to those derived by Mr. Bell. 16.2.6. Mr. Wyatt reported that the bolts anchoring the gates to the base concrete had pulled out. He stated in his report that the loads applied to the gate by the respondent had been calculated incorrectly. He concluded that the gate's anchors had pulled free because of inter alia, errors in determining the loads acting on the gate."
"(1) A party to arbitral proceedings may (upon notice to the other parties and to the tribunal) apply to the court challenging an award in the proceedings on the ground of serious irregularity affecting the tribunal, the proceedings or the award. A party may lose the right to object (see s.73) and the right to apply is subject to the restrictions in s.70(2) and (3). (2) Serious irregularity means an irregularity of one or more of the following kinds which the court considers has caused or will cause substantial injustice to the applicant -- (a) failure by the tribunal to comply with s.33 (general duty of tribunal); (d) failure by the tribunal to deal with all the issues that were put to it."
"(3) If there is shown to be serious irregularity affecting the tribunal, the proceedings or the award, the court may; (a)remit the award to the tribunal, in whole or in part, for reconsideration, (b)set the award aside in whole or in part, or (c)declare the award to be of no effect, in whole or in part. The court shall not exercise its power to set aside or to declare an award to be of no effect, in whole or in part, unless it is satisfied that it would be inappropriate to remit the matters in question to the tribunal for reconsideration."
"(a) Section 68 reflects 'the internationally accepted view that the court should be able to correct serious failures to comply with the 'due process' of arbitral proceedings: cf Art.34 of the Model Law.' (see Lesotho Highlands Development Authority v Impregilo SpA[2005] UKHL 43 , para.27); relief under s.68 will be appropriate only where the tribunal has gone so wrong in the conduct of the arbitration that 'justice calls out for it to be corrected.' (ibid). (b) The test will not be applied by reference to what would have happened if the matter had been litigated (see ABB v Hochtief Airport[2006] 2 Lloyd’s Rep 1 , para.18). (c) The serious irregularity requirement sets a 'high threshold' and the requirement that the serious irregularity has caused or will cause substantial injustice to the applicant is designed to eliminate technical and unmeritorious challenges (Lesotho, para.28). (d) The focus of the enquiry under s.68 is due process and not the correctness of the Tribunal's decision (Sonatrach v Statoil Natural Gas[2014] 2 Lloyd’s Rep 252 para.11). (e) Section 68 should not be used to circumvent the prohibition or limitations on appeals on law or of appeals on points of fact (see, for example, Magdalena Oldendorff [2008] 1LR 7, para.38, and Sonatrach para.45). (f) Whilst arbitrators should deal at least concisely with all essential issues (Ascot Commodies NV v Olam International Ltd [2002] CLC 277 Toulson J at 284D), courts should strive to uphold arbitration awards (Zermalt Holdings SA v and Nu Life Upholstery Repairs Ltd[1985] 2 EGLR 14 at p.15, Bingham J quoted with approval in 2005 in the Fidelity case [2005] 2 LR 508 para.2) and should not approach awards 'with a meticulous legal eye endeavouring to pick holes, inconsistencies and faults on awards with the objective of upsetting or frustrating the process of arbitration."
"11) In order to succeed under section 68 an applicant needs to show three things. First of all, a serious irregularity. Secondly, a serious irregularity which falls within the closed list of categories in s.68(2). Thirdly, that one or more of the irregularities identified caused or will cause the party substantial injustice. The focus of the enquiry under section 68 is due process, not the correctness of the tribunal's decision: see per Hamblen J in Abuja International Hotels v Meridian SAS[2012] EWHC 87 (Comm) at [48] to [49]. As the DAC Report states, and numerous cases since have reiterated, the section is designed as a long-stop available only in extreme cases where the tribunal has gone so wrong in its conduct of the arbitration that justice calls out for it to be corrected. This point, that s.68 is about whether there has been due process, not whether the tribunal "got it right", is of particular importance in the present case, where, upon close analysis, the claimants' real complaint is that they consider that the tribunal reached the wrong result, which is not a matter in relation to which an arbitration award is susceptible to challenge under s.68. (12) It has been emphasised in a number of cases that the evaluation of the evidence is entirely a matter for the tribunal.
"The cover slab has not been designed or detailed to adequately resist the internal pressure conditions and the actions caused on the structure. As a result, structural damage has been caused to the upper promenade slab and the outer floor cover slab. This damage is evidenced by visible movements or cracking or spawning to a promenade slab, elements of the cover slab and the walls supporting the cover slab."
"68. Mr. Symes gave his affirmation. He confirmed to Mr. Fearon that documents 1617-1652 were his statement, its contents were the truth, and that it was his signature at document 1652. 69. Mr. Whitfield: Your involvement is given at para.3 (document 1618) from23 March 2012 . Was this shortly after Mr. Pomfret's e-mail? Mr. Symes: Yes. Mr. Whitfield: You're giving evidence as a witness of fact? Mr. Symes: Yes. Mr. Whitfield: The chronology is information you've abstracted, but not from your own knowledge. You've done an investigation? Mr. Symes: Yes. I have no personal knowledge. My Statement is based on what I've read. Mr. Whitfield: Your first knowledge is in May 2014 when you visit the site? Mr. Symes: Yes. Mr. Whitfield: Your purpose is to try to understand and provide explanation for the failures, but as a witness to fact you can't give evidence to the causes? Mr. Symes: Yes. Mr. Whitfield: As far as giving evidence, you cannot proffer an opinion on the causes of failure? Mr. Symes: OK. Mr. Whitfield: At para.26 and 27 (document 1624), the correct person to address this is Mr. Robertshaw, but this is you trawling through events? Mr. Symes: Yes. Mr. Whitfield: At paragraphs 31/33, the same comment comes up again and again? Mr. Symes: I wanted to be up front. Mr. Whitfield: At para.56 (document 1633), you give your opinion? Mr. Symes: Yes, my opinion. Mr. Whitfield: At para.59 (document 1634), where you say, 'I would have expected....'? Mr. Symes: It's an opinion. Mr. Whitfield: The first time you have personal knowledge is19 May 2014 , two years after you became involved. What were you doing? Mr. Symes: I was discussing issues with Mark Glennerster so that I knew what I was going to see on19 May 2014 . Mr. Whitfield: At para.81 (document 1638), you refer to photos? Mr. Symes: Correct. Mr. Whitfield: What you have seen and recorded is in the Appendices. They are commentaries? Mr. Symes: It's summary of conclusions from the site visit. Mr. Whitfield: The point is that you cannot conclude anything. Mr. Symes: If these are the rules, these are the rules. Mr. Whitfield: Your notes on document 529 say, 'consequences of missing mortar .....'. These are picked up by Mr. Bell. You are not in a position to list the consequences. You don't know. This is covered by Mr. Bell. Go to document 1040, you draw a conclusion of differential settlement, wash-out; again this is expert witness area, not witness of fact. At document 1063, para.1, you mention poor compaction —this is addressed by Mr. Bell. You prepared this document which is your view of poor construction? Mr. Symes: It records my view. Mr. Whitfield: Drawing conclusions is a debate I need to have with Mr. Fearon. At documents 1106 and 2021? Mr. Symes: These are images abstracted from construction drawings. Mr. Whitfield: Document 1107? Mr. Symes: It's an enlarged image of a construction drawing. Some of the photos are from Rob Walker's visit in Spring 2014. Mr. Whitfield: Fig 10 on document 1115, document 1123? Mr. Symes: At document 1139 that's Dr Cunningham's photo. Mr. Whitfield: Paragraphs 90, 96, 99 of document 1639 contain opinion and conclusions. For the purpose of this Arbitration, this evidence is not admissible. Paragraph 121 of document 1647; you've heard the discussions on composite action. Mr. Symes: I disagree. explained what Mr. Robertshaw's evidence was -that he was addressing issues of uplift. Mr. Whitfield: Mr. Symes' statement is either hearsay or opinion evidence. I don't want anything held against me. Mr. Fearon had no questions for Mr. Symes."
"As it turned out at the hearing, counsel for the respondent, Mr. Whitfield, elicited from Mr. Symes that most of his evidence was hearsay and his evidence was not heard on the structural aspects of the culvert. Counsel for the respondent did not object."
"103. Based on the cross examination of Mr. Symes, it is anticipated that the claimant will try to argue that as Mr. Symes is a witness of fact any opinion evidence he gives must be ignored. 104. The respondent does not accept this, nor should the tribunal. 105. The ICE Arbitration Procedure Part C "
"Neither side either one, presented evidence or two, submitted, that the structure would not bend at all under wave pressures. Halcrow's position was that the amount of 'humping' would be within acceptable tolerances had the structure acted compositely."
"(1) Unless otherwise agreed by the parties, a party to arbitral proceedings may (upon notice to the other parties and to the tribunal) appeal to the court on a question of law arising out of an award made in the proceedings. An agreement to dispense with reasons for the tribunal’s award shall be considered an agreement to exclude the court’s jurisdiction under this section. (2) An appeal shall not be brought under this section except— (a) with the agreement of all the other parties to the proceedings, or (b) with the leave of the court. The right to appeal is also subject to the restrictions in s.70(2) and (3) . (3) Leave to appeal shall be given only if the court is satisfied— (a) that the determination of the question will substantially affect the rights of one or more of the parties, (b) that the question is one which the tribunal was asked to determine, (c) that, on the basis of the findings of fact in the award— (i) the decision of the tribunal on the question is obviously wrong, or (ii) the question is one of general public importance and the decision of the tribunal is at least open to serious doubt, and (d) that, despite the agreement of the parties to resolve the matter by arbitration, it is just and proper in all the circumstances for the court to determine the question."
"But where there are only two competing causes, neither of which is improbable (even if they are uncommon events), then once one cause has been eliminated, the judge is entitled to conclude that the other was the probable cause of the damage."
"Mr. Bell did not provide any evidence in terms of either structural ability of the slabs to resist the wave forces which he had derived or their ability to resist HA loading. There was no expert evidence from the respondent to support its denial of allegation of defective design."