EXAMINATION OF CONTRACT AND PROJECT LIMITS Sample Clauses

EXAMINATION OF CONTRACT AND PROJECT LIMITS. 1. Evaluation of Subsurface and Surface Conditions. THE FOLLOWING IS ADDED: Test Date: May 11, 2011 International Roughness Index (IRI) values of the existing roadway Route Direction From Mile Post To Existing IRI Value 017 N 8.0 8.1 71 017 N 8.1 8.2 103 017 N 8.2 8.3 127 017 N 8.3 8.4 131 017 N 8.4 8.5 127 017 N 8.5 8.6 153 017 N 8.6 8.7 104 017 N 8.7 8.8 114 017 N 8.8 8.9 80 017 N 8.9 9.0 127 017 N 9.0 9.1 149 017 N 9.1 9.2 214 017 N 9.2 9.3 118 017 N 9.3 9.4 116 017 N 9.4 9.5 98 017 N 9.5 9.6 105 017 N 9.6 9.7 96 017 N 9.7 9.8 118 017 N 9.8 9.9 171 017 N 9.9 10.0 121 017 N 10.0 10.1 133 017 N 10.1 10.2 123 017 N 10.2 10.3 143 017 N 10.3 10.4 117 017 N 10.4 10.5 73 017 N 10.5 10.6 77 017 N 10.6 10.7 112 017 N 10.7 10.8 218 017 N 10.8 10.9 238 017 N 10.9 11.0 116 017 N 11.0 11.1 108 017 N 11.1 11.2 95 017 N 11.2 11.3 89 017 N 11.3 11.4 109 017 N 11.4 11.5 112 017 N 11.5 11.6 116 017 N 11.6 11.7 71 017 N 11.7 11.8 239 017 N 11.8 11.9 194 017 N 11.9 12.0 145 017 N 12.0 12.1 119 017 N 12.1 12.2 132 017 N 12.2 12.3 178 017 N 12.3 12.4 174 017 N 12.4 12.5 117 017 N 12.5 12.6 89 017 N 12.6 12.7 107 017 N 12.7 12.8 124 017 N 12.8 12.9 124 017 N 12.9 13.0 120 017 N 13.0 13.1 117 017 N 13.1 13.2 131 017 N 13.2 13.3 95 017 N 13.3 13.4 159 017 N 13.4 13.5 124 017 N 13.5 13.6 120 017 N 13.6 13.7 117 017 N 13.7 13.8 136 017 N 13.8 13.9 102 017 N 13.9 14.0 150 017 N 14.0 14.1 180 017 N 14.1 14.2 105 017 N 14.2 14.3 88 017 N 14.3 14.4 96 017 N 14.4 14.5 108 017 N 14.5 14.6 77 017 N 14.6 14.7 87 017 N 14.7 14.8 98 017 N 14.8 14.9 174 017 N 14.9 15.0 147 017 N 15.0 15.1 90 017 N 15.1 15.2 80 017 N 15.2 15.3 113 017 N 15.3 15.4 113 017 N 15.4 15.5 75 017 N 15.5 15.6 97 017 N 15.6 15.7 103 017 N 15.7 15.8 113 017 N 15.8 15.9 121 017 N 15.9 16.0 96 017 N 16.0 16.1 109 017 N 16.1 16.2 90 017 N 16.2 16.3 84 017 N 16.3 16.4 78 017 N 16.4 16.5 89 017 N 16.5 16.6 83 017 N 16.6 16.7 79 017 N 16.7 16.8 69 017 N 16.8 16.9 90 017 N 16.9 17.0 77 017 N 17.0 17.1 240 017 N 17.1 17.2 91 017 N 17.2 17.3 97 017 N 17.3 17.4 119 017 N 17.4 17.5 75 017 N 17.5 17.6 112 017 N 17.6 17.7 121 017 N 17.7 17.8 94 017 N 17.8 17.9 119 017 N 17.9 18.0 126 017 S 8.0 8.1 129 017 S 8.1 8.2 88 017 S 8.2 8.3 127 017 S 8.3 8.4 127 017 S 8.4 8.5 132 017 S 8.5 8.6 195 017 S 8.6 8.7 156 017 S 8.7 8.8 180 017 S 8.8 8.9 120 017 S 8.9 9.0 149 017 S 9.0 9.1 174 017 S 9.1 9.2 123 017 S 9.2 9.3 123 017 S 9.3 9.4 135 017 S 9.4 9.5 121 017 S 9.5 9.6 94 017 S 9.6 9.7 116 017 S 9.7 9.8 131 017 S 9.8 9.9 150 017 S 9.9 10....
Sample 1
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EXAMINATION OF CONTRACT AND PROJECT LIMITS. 1. Evaluation of Subsurface and Surface Conditions. THE FOLLOWING IS ADDED: This information is the latest available IRI data of the right most through lane from the Pavement Management Unit. The pavement information shown herein was obtained by the Department and is made available to the authorized users only that they may have access to the same information available to the Department. It is presented in good faith, but is not intended as a substitute for investigations, interpretation or judgment of such authorized users. CURRENT IRI U.S. 9W, M.P. 0.99-3.14, 6.64-7.3 & 9.0-11.21 Bureau of Pavement Management Test Date: 10/30/13 Route Direction Milepost From Milepost To Average IRI 009W N 1.0 1.1 238 009W N 1.1 1.2 146 009W N 1.2 1.3 323 009W N 1.3 1.4 144 009W N 1.4 1.5 135 009W N 1.5 1.6 149 009W N 1.6 1.7 213 009W N 1.7 1.8 143 009W N 1.8 1.9 120 009W N 1.9 2.0 160 009W N 2.0 2.1 221 009W N 2.1 2.2 366 009W N 2.2 2.3 160 009W N 2.3 2.4 154 009W N 2.4 2.5 144 009W N 2.5 2.6 144 009W N 2.6 2.7 144 009W N 2.7 2.8 94 009W N 2.8 2.9 89 009W N 2.9 3.0 150 009W N 3.0 3.1 171 009W N 3.1 3.2 106 009W N 6.7 6.8 141 009W N 6.8 6.9 164 009W N 6.9 7.0 144 009W N 7.0 7.1 155 009W N 7.1 7.2 154 009W N 7.2 7.3 191 009W N 9.0 9.1 128 009W N 9.1 9.2 103 009W N 9.2 9.3 112 009W N 9.3 9.4 145 009W N 9.4 9.5 124 009W N 9.5 9.6 144 009W N 9.6 9.7 163 009W N 9.7 9.8 181 009W N 9.8 9.9 198 009W N 9.9 10.0 130 009W N 10.0 10.1 138 009W N 10.1 10.2 134 009W N 10.2 10.3 172 009W N 10.3 10.4 159 009W N 10.4 10.5 129 009W N 10.5 10.6 159 009W N 10.6 10.7 124 009W N 10.7 10.8 111 009W N 10.8 10.9 185 009W N 10.9 11.0 116 009W N 11.0 11.1 153 009W N 11.1 11.2 168 009W S 1.0 1.1 170 009W S 1.1 1.2 180 009W S 1.2 1.3 236 009W S 1.3 1.4 192 009W S 1.4 1.5 161 009W S 1.5 1.6 203 009W S 1.6 1.7 407 009W S 1.7 1.8 158 009W S 1.8 1.9 135 009W S 1.9 2.0 224 009W S 2.0 2.1 207 009W S 2.1 2.2 414 009W S 2.2 2.3 253 009W S 2.3 2.4 201 009W S 2.4 2.5 221 009W S 2.5 2.6 228 009W S 2.6 2.7 235 009W S 2.7 2.8 127 009W S 2.8 2.9 153 009W S 2.9 3.0 166 009W S 3.0 3.1 133 009W S 3.1 3.2 123 009W S 6.7 6.8 124 009W S 6.8 6.9 629 009W S 6.9 7.0 215 009W S 7.0 7.1 178 009W S 7.1 7.2 165 009W S 7.2 7.3 220 009W S 9.0 9.1 92 009W S 9.1 9.2 103 009W S 9.2 9.3 95 009W S 9.3 9.4 112 009W S 9.4 9.5 103 009W S 9.5 9.6 110 009W S 9.6 9.7 187 009W S 9.7 9.8 206 009W S 9.8 9.9 109 009W S 9.9 10.0 135 009W S 10.0 10.1 120 009W S 10.1 10.2 125 009W S 10.2 10.3 138 009W S 10.3 10.4 156 009W S 10.4 10.5 162 009W S 1...
Sample 1
EXAMINATION OF CONTRACT AND PROJECT LIMITS. THE FOLLOWING IS ADDED AFTER THE SECOND PARAGRAPH: The structures and the location(s) of lead paint, if any, are listed in the Special Provisions. The following is a list of structures and the location(s) of lead paint: Structure #/Location Lead Paint Location(s) Xxxxx A&M over Xxxxx Road, Structure No. 1414-181 Route I-287 SB over Littleton Road, Structure No. 1420-154 Steel Girder Paint Steel Girder Paint
Sample 1
EXAMINATION OF CONTRACT AND PROJECT LIMITS. Project Manager:Xxxxxxxxxxxxx Xxxxxxxxxxx Email Address: Xxxxxxxxxxxxx.Xxxxxxxxxxx@xxx.xx.xxx Mailing Address: 0000 Xxxxxxx Xxx , Xxxxxxx, XX, 00000 1. Evaluation of Subsurface and Surface Conditions. THE FOLLOWING IS ADDED: CURRENT IRI Test Date: 6/23/2020 Route Direction Mile Post From Mile Post To Average IRI 080 E 45.60 45.70 80.45 080 E 45.70 45.80 67.34 080 E 45.80 45.90 83.84 080 E 45.90 46.00 81.12 080 E 46.00 46.10 99.33 080 E 46.10 46.20 87.26 080 E 46.20 46.30 330.65 080 E 46.30 46.40 195.21 080 E 46.40 46.50 176.83 080 E 46.50 46.60 163.73 080 E 46.60 46.70 61.92 080 E 46.70 46.80 55.35 080 E 46.80 46.90 54.88 080 E 46.90 47.00 55.38 080 E 47.00 47.10 56.68 080 E 47.10 47.20 63.21 080 E 47.20 47.30 224.63 080 E 47.30 47.40 94.29 080 E 47.40 47.50 58.64 080 E 47.50 47.60 70.99 080 E 47.60 47.70 58.35 080 E 47.70 47.80 167.02 080 E 47.80 47.90 58.01 080 E 47.90 48.00 55.48 080 E 48.00 48.10 57.80 080 E 48.10 48.20 67.41 080 E 48.20 48.30 64.97 080 E 48.30 48.40 132.79 080 E 48.40 48.50 122.55 080 E 48.50 48.60 59.18 080 E 48.60 48.70 82.40 080 E 48.70 48.80 50.43 080 E 48.80 48.90 50.43 080 E 48.90 49.00 62.19 080 E 49.00 49.10 62.19 080 E 49.10 49.20 54.21 080 E 49.20 49.30 54.23 080 E 49.30 49.40 166.05 080 E 49.40 49.50 114.06 080 E 49.50 49.60 66.69 080 E 49.60 49.70 71.53 080 E 49.70 49.80 64.59 080 E 49.80 49.90 63.66 080 E 49.90 50.00 67.18 080 E 50.00 50.10 65.35 080 E 50.10 50.20 54.68 080 E 50.20 50.30 65.59 080 E 50.30 50.40 55.19 080 E 50.40 50.50 62.99 080 E 50.50 50.60 55.64 080 E 50.60 50.70 57.83 080 E 50.70 50.80 73.89 080 E 50.80 50.90 60.89 080 E 50.90 51.00 65.38 080 E 51.00 51.10 62.78 080 E 51.10 51.20 59.78 080 E 51.20 51.30 64.50 080 E 51.30 51.40 60.45 080 E 51.40 51.50 58.58 080 E 51.50 51.60 73.10 080 E 51.60 51.70 70.96 080 E 51.70 51.80 66.61 080 E 51.80 51.90 70.69 080 E 51.90 52.00 66.32 080 E 52.00 52.10 69.60 080 E 52.10 52.20 67.45 080 E 52.20 52.30 76.51 080 E 52.30 52.40 76.11 080 E 52.40 52.50 69.03 080 E 52.50 52.60 96.67 080 E 52.60 52.70 112.61 080 E 52.70 52.80 63.54 080 E 52.80 52.90 73.70 080 E 52.90 53.00 175.92 080L E 45.60 45.70 121.39 080L E 45.70 45.80 56.06 080L E 45.80 45.90 63.22 080L E 45.90 46.00 70.90 080L E 46.00 46.10 62.15 This information is the latest available IRI data of the right most through lane from the Pavement Management Unit. The pavement information shown herein was obtained by the Department and is made available to the authorized users only so that they may have access to the ...
Sample 1
EXAMINATION OF CONTRACT AND PROJECT LIMITS. THE FOLLOWING IS ADDED AFTER THE SECOND PARAGRAPH: The structures and the location(s) of lead paint, if any, are listed in the Special Provisions. The following is a list of structures and the location(s) of lead paint: Structure #/Location Lead Paint Location(s) 1414-177 The top flange of the steel girders may contain lead based paint. If lead based paint is encountered, follow Section 554 .
Sample 1
EXAMINATION OF CONTRACT AND PROJECT LIMITS. THE FOLLOWING IS ADDED AFTER THE SECOND PARAGRAPH: The structures and the location(s) of lead paint, if any, are listed in the Special Provisions. NEW JERSEY DEPARTMENT OF TRANSPORTATION PAVEMENT CORE RECORD PROJECT/ROUTE & SECTION: Route 46 /Route 3 /Valley Road /Notch Road/Rifle Camp Road – Interchanges DRILLER: TRC Solutions – Xxx Xxxxxxxx / Xxx Xxxxx INSPECTOR: AmerCom Corp. – Xxxxxxxxxxx Xxxxxxx COUNTY/TOWNSHIP: Passaic County / Township of Little Falls, Borough of West Paterson and City of Xxxxxxx DATE STARTED: July 19, 2007 DATE COMPLETED: November 14, 2007 CORE NUMBER 1 2 3 4 5 ROUTE US Route 46 US Route 46 US Route 46 US Route 46 US Route 46 DIRECTION (N, E, S, W) E E E W W MILE POST (MP or Station) 119+89 119+89 119+89 119+89 119+90 SHOULDER (Inside or Outside) - - - - - CORE DIAMETER (Inches) 4 4 4 4 4 TOTAL CORE DEPTH (Inches) 50.4 68.4 60.0 37.2 76.8 CORE DRILLED TO SUBGRADE SUBGRADE SUBGRADE BASE SUBGRADE SURFACE TYPE (AC/PC) AC AC AC AC AC AC THICKNESS (Inches) 12.0 11.0 9.0 13.0 20.75 PC THICKNESS (Inches) 8.5 8.25 - - 7.75 * Lane 1 is the left lane in the direction of travel. The pavement information shown herein was used by the Department for design and estimate purposes. NEW JERSEY DEPARTMENT OF TRANSPORTATION PAVEMENT CORE RECORD PROJECT/ROUTE & SECTION: Route 46 /Route 3 /Valley Road /Notch Road/Rifle Camp Road – Interchanges DRILLER(s): TRC Solutions – Xxx Xxxxxxxx / Xxx Xxxxx INSPECTOR(s): AmerCom Corp. – Xxxxxxxxxxx Xxxxxxx COUNTY/TOWNSHIP: Passaic County / Township of Little Falls, Borough of West Paterson and City of Xxxxxxx DATE STARTED: July 19, 2007 DATE COMPLETED: November 14, 2007 CORE NUMBER 6 7 8 9 10 ROUTE US Route 46 US Route 46 US Route 46 US Route 46 US Route 46 DIRECTION (N, E, S, W) W E E E W MILE POST (MP or Station) 119+90 130+19 130+19 130+19 130+19
Sample 1

Related to EXAMINATION OF CONTRACT AND PROJECT LIMITS

  • BUILDER’S RISK FOR CONSTRUCTION RENOVATION PROJECTS If the project is CONSTRUCTION RENOVATION of an existing structure, and the State has already determined that Contractor will not be obligated to obtain and maintain Builder’s Risk insurance, then the following provisions apply:

  • REVIEW OF CONTRACT DOCUMENTS 4.2.1 The Contractor shall carefully study and compare the Contract Documents and shall immediately report in writing to the Architect and the State any error, inconsistency or omission he may discover. The Contractor shall not be liable to the State or the Architect for any damage resulting from any such errors, inconsistencies or omissions in the Contract Documents. The Contractor shall perform no portion of the Work at any time without Contract Documents or, where required, approved Shop Drawings, Product Data or Samples for such portion of the Work.

  • BUILDER’S RISK FOR NEW CONSTRUCTION PROJECTS If the project is NEW CONSTRUCTION, then the following provisions apply:

  • Construction Reports Each Constructing Entity shall issue reports to each other Construction Party on a monthly basis, and at such other times as reasonably requested, regarding the status of the construction and installation of the Interconnection Facilities. Each Construction Party shall promptly identify, and shall notify each other Construction Party of, any event that the Construction Party reasonably expects may delay completion, or may significantly increase the cost, of the Interconnection Facilities. Should a Construction Party report such an event, Transmission Provider shall, within fifteen days of such notification, convene a technical meeting of the Construction Parties to evaluate schedule alternatives.

  • Environmental Assessment and Mitigation Development of a transportation project must comply with applicable environmental laws. The party named in article 1, Responsible Parties, under AGREEMENT is responsible for the following:

  • Copies of Contract Documents to Contractor Without charge to the Contractor the Design Professional shall furnish to the Contractor up to five sets of completed Contract Documents in hardcopy, one set of reproducible and electronic background floor and reflected ceiling plan drawings and, if requested, one copy in read-only electronic format. The Contractor may obtain such additional sets of Contract Documents, as the Contractor deems necessary and shall pay the cost of reproduction of such additional sets to the Design Professional.

  • Disbursements for Site Improvements All payments made by the OPWC for site improvements or other work shall be made directly to the Contractor that performed the work and originated the invoice, unless the request is for disbursement to the Recipient.

  • Construction Contract Documents The Construction Contract Documents shall consist of the plans and specifications prepared by the Engineer, and any addenda and change orders thereto, and the Owner-Contractor Agreement, all of which shall be compatible and consistent with this Agreement.

  • INTENT OF CONTRACT DOCUMENTS 1.1 It is the intent of the Contract Documents to describe a functionally complete Project (or portion thereof) to be constructed in accordance with the Contract Documents. Any work, materials or equipment that may reasonably be inferred from the Contract Documents as being required to produce the intended result shall be supplied whether or not specifically called for. When words which have a well-known technical or trade meaning are used to describe work, materials or equipment, such words shall be interpreted in accordance with that meaning. Reference to standard specifications, manuals or codes of any technical society, organization or association or to the laws or regulations of any governmental authority having jurisdiction over the Project, whether such reference be specific or by implication, shall mean the latest standard specification, manual, code, law or regulation in effect at the time the Work is performed, except as may be otherwise specifically stated herein.

  • Owner’s Construction Inspector Owner may from time to time in writing designate a person or firm as Owner's Construction Inspector under this Contract. The Owner’s Construction Inspector may be hired by Owner or hired under the Program Manager’s Contract or the Design Professional’s Contract and shall provide inspection services of the Work on behalf of the Owner. The presence of an Owner’s Construction Inspector does not relieve the Contractor of any of its responsibilities for quality control and independent testing set forth in the General Requirements. The Owner’s Construction Inspector has the authority to report any deviations from the Contract Documents directly to the Contractor’s superintendent at the job site for immediate action, and also to report same to the Program Manager or Design Professional, and Owner.

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