![]() ![]() They had won 12 straight games at home going back to October before this evening and in all the categories that matter – passing, possession, shots on goal – they were far ahead of Spurs, but there was always something to stop them. There are many ways to lose a place in a title race although this was not how Liverpool will have imagined it slipping away, if indeed that is to be their destiny, against a Tottenham Hotspur side rekindled by Antonio Conte to defy the old flaws that have blighted Spurs for years.Īnd what pressure it was, exerted over 96 minutes of striving by Jurgen Klopp’s players to bend the game to their will in the usual traditions. Jurgen Klopp tells Liverpool players and fans not to treat draw 'like it’s a funeral'.Draw sends Jurgen Klopp's side top of the table but Man City can go three points clear with win over Newcastle on Sunday.Great defensive display from Tottenham blunts hosts' attack as visitors put bodies on the line.Diaz strike earns Liverpool a point having gone behind to Son goal. ![]() Dimensions of all seven acceptable necked-down bolts are given in the enclosed table and shown in the enclosed drawings. All other conditions in our October 27, 1995, letter remain in effect. The mated plates are at least as stiff as the tested plates.īecause the material specifications of your galvanized, ASTM A325-type-material, steel bolts and the diameter of the critical necked-down section will not be changed, we concur in the use of the 19.1-mm, 22.2-m, and 25.4-mm necked-down bolts on the National Highway System if requested by a State. Maximum diameter at the grooved section shall not exceed 9.65 mm.ĥ. (This will yield various maximum bolt circle diameters, depending on the bolt pattern (triangular, square, or rectangular) used.)Ĥ. Maximum perpendicular distance from a line connecting any two adjacent bolts to a parallel line through a third does not exceed 155 mm. Maximum mass of sign and support shall not exceed 100 kg (220 pounds).ģ. Maximum mass per foot of sign post shall not exceed 30 kg/m (20 pounds per foot.)Ģ. (19.1-mm, 22.2-m, and 25.4-mm) bolts, for three- or four-bolt, horizontal matched-plate bases subject to the following conditions:ġ. With this understanding, we are willing to accept the use of the necked-down 3/4-inch, 7/8-inch, and l-inch We further understand that the larger bolts you wish to sell are only intended for use on sign installations of similar mass to those that were tested. Some of these States wish to use your company's necked-down bolt in bases that were made for bolts larger than the two sizes of your bolt already found acceptable. Artimovich that some States have "over designed" their breakaway bases and use larger diameter bolts than are necessary to adequately support their sign installations. The 4.5-m/s velocity change of the support tested with the 15.9-mm (5/8-inch)bolt is close to the acceptance limit, and a more massive installation may fail to meet the 5.0 m/s maximum allowable velocity change. The larger bolt sizes you wish to use are typically used with larger supports than those tested. In our October 27, 1995, letter we conditioned our acceptance to sign installations "within the range of conditions tested." This means that sign supports that are substantially weaker in bending or more massive than the tested installation, which had a 127 x 127 x 4.76 steel tube support and a mass of 70.8 kg, would not be acceptable without further testing. Your current request is to use increased diameter bolts, namely 3/4-inch, 7/8-inch and 1-inch (19.1-mm, 22.2-mm, and 25.4-mm respectively). Our Geometric and Safety Design Acceptance Letter SS-60, dated October 27, 1995, found 12.7-mm (1/2-inch) and 15.9-mm (5/8-inch) couplings acceptable in a square (4-bolt) or a triangular (3-bolt) pattern. Nicholas Artimovich requesting Federal Highway Administration's (FHWA) acceptance of a modification to your breakaway sign support couplings. This is in response to your facsimile letter to Mr. ![]()
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