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16 - PRESENTATION BY THE ENGINEERING DEPT. ON INFRASTRUCTURE BONDItem No. 16 COUNCIL MEMBER AGENDA ITEM REQUEST Please complete this form to have an item placed on the agenda for the Council's consideration. The deadline for requesting an item on an agenda will be the Wednesday before the council meeting takes place. This time is necessary so that staff can research the matter and prepare /review an ordinance, resolution, or other document such as a contract. In order for your fellow Council Members to fully understand your item, have productive discussion, ensure efficient council meetings, and for staff to be able to assist you as completely as possible, it is important that you describe the item with as much detail as possible and include any supporting documentation so that it may be included in the Council's meeting packets. Please return this completed form to the City Manager's office or the City Clerk's office. Council member making request: [] Aaron Jenkins ❑ Matt Frierson ❑ Sue Lancaster ❑ Edwin Pickle ❑ Benny Plata ® A.J. Hashmi ❑ Steve Clifford Description of Item: Presentation by the engineering g epartment on the infrastructure bond project progress and the map that was presented to City Council discuss and act Are additional sheets or supporting materials attached? ® Yes ❑ No I request that this item be placed on the agenda for the: ® City Council meeting on this date: June 22, 2015 ❑ Sometime in the next 2 meetings ❑ No specific time in mind —just keep it on a list of pending issues Signature: A.J. Hashmi Date: 6 -10 -2015 City of Paris Revised 05/12/2015 DAILY REPORT NO. 23 ' Job No. No This Report Date j Day Of IvVeek / Lrs Job Name /s/ YL Location UZ, ' Weather Report 8:00 am 2:00 pm u/ Temperature: 8:00 am jo 2:00 pn)JV Management Staff Was work delayed for any reason? 1( yes, describe ' Was stoppage ordered in writing? If so. by whom Staff Total Contractor Workforce I I v v Force Total Subcontractor Work Force Total Workforce Sub. Total Proiect Total Has letter confirming verbal instructions been written? Have you given Sub. special written instructions? or verbal If so, describe Is your assignment held up because of lack of mat. lack of info. interferences other trades or for other reasons? If so describe Did any disputes arise? Describe I las dispute been settled? Was any Sub. scheduled to start or mat. to arrive which did not appear? Describe Describe day's activities giving quantities, location of work. etc. a " V �- f 2 1S.f C-S-0 Tina .n c� •� L Project Manager Projectlnspcctor Continued on back File #5.1.0 DAILY REPORT NO. Zy ,lob No. No This Report Date 14 Day Of Week ,lob Name kj L Location Weather Report 8:00 am 2:00 pm L CY Temperature 8:00 am So 2:00 pm SS Management staff Was work delayed for any reason? --4 If yes. describe Staff Total Contractor Workforce s t a Force Total Subcontractor Work Force Total Workforce Sub. Total Proiect Total Was stoppage ordered in writing? If so. by whom Has letter confirnung verbal instructions been written? Have you given Sub. special written instructions? or verbal If so, describe Is your assignment held up because of lack of mat. 1 lack of info. interferences other trades or for other reasons? If so describe Did any disputes arise? Describe Has dispute been settled? Was any Sub. scheduled to start or mat. to arrive which did not appear? Describe Describe day's activities giving quantities, location of work, etc. MCM • Project Manager projectlnspectoi Continued on back hlc tt`. LU r PARIS 4000 Pine Mill Road, Suite D Ma Paris, Texas 75462 Telephone 903.783.0860 PCEOSCIENCE Facsimile 855.581.8089 SOIL DENSITIES EA'VIRONMEA'TAL GEOTECIINICAL WATER RESOURCES MATERIALS TESTING Client Name: City of Paris Report Number: 2313- 0021 -00016 / Version: 1 Project Name: City of Paris St. Improvements Report Date: 01.20.2015 Project No.: 2313 -0021 Sampled: 01.16.2015 /Lee, Brad Location: Paris, TX I. D. No.: 4850 TEST RESULTS Page 1 of 1 Specification Moisture Band Specification No. Compaction, % Minimum Maximum 1 95 -2.0 2.0 Elevation /Lift: 18" BFG Optimum Maximum Wet Proctor Moisture Dry Density Proctor No Date (%) (Pci Color/ Description 012- 15 -02A 01/08/2015 17.0 107.0 Grey / Lean Clay with Sand 012 -15 -02B 01/08/2015 18.8 103.4 Red / Sandy Lean Clay Specification Moisture Band Specification No. Compaction, % Minimum Maximum 1 95 -2.0 2.0 Elevation /Lift: 18" BFG Gauge No.: 34307 Daily Standard Counts: 01/16/2015 DS: 2540 MS: 690 Test Methods: AASHTO T310 /ASTM D6938 Orig: City of Paris Attn: Shane Grissom (1 -ec) TBPE Firm Registration No. F -3179, Expires 01/3112016 David P. McClellan, Manager, Construction Services THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLES. MATERIALS OR LOCATIONS TESTED OR OBSERVED AND MAY NOT BE INDICATIVE OF THE QUALITIES OF SIMILAR MATERIALS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. REPORT CREATED BY EtmTree SYSTEM www.apexgeo.corn Apex Oeascience, Inc. Wet Moisture Dry Percent Test Gauge Density Content Density Proctor Spec, Proctor Pass No. Depth Location (pcf) % (pcf) Number No. Density Fall 1 6 Across from house #3645 121.1 18,8 101.9 012- 15 -02A 1 95.2 Pass 2 6 Across from house #3615 121.0 16.8 103.6 012- 15 -02A 1 96.8 Pass 3 6 Across from house #3540 120.6 17.9 102.3 012- 15 -02A 1 95.6 Pass 4 6 Across from house #3435 118.4 20.1 98.6 012- 15 -02B 1 95.4 Pass 5 6 Across from house #3415 117.7 1910 98.9 012- 15 -02B 1 95.6 Pass Gauge No.: 34307 Daily Standard Counts: 01/16/2015 DS: 2540 MS: 690 Test Methods: AASHTO T310 /ASTM D6938 Orig: City of Paris Attn: Shane Grissom (1 -ec) TBPE Firm Registration No. F -3179, Expires 01/3112016 David P. McClellan, Manager, Construction Services THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLES. MATERIALS OR LOCATIONS TESTED OR OBSERVED AND MAY NOT BE INDICATIVE OF THE QUALITIES OF SIMILAR MATERIALS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. REPORT CREATED BY EtmTree SYSTEM www.apexgeo.corn Apex Oeascience, Inc. 'a, r Nex PC.EOSCIENCE DAILY INSPECTION REPORT -SOILS PARIS 4000 Pine Mill Road, Suite D Paris, Texas 75462 Telephone 903.783.0860 Facsimile 855.581,8081 ENVIRONMENTAL CEOTECHNICAL KIA TER RESOURCES MATERIALS TESTING Client Name: City of Paris Report Number: 2313 - 0021 -00015 / Version: 1 Project Name: City of Paris St. Improvements Report Date: 01,20.2015 Project No.: 2313 -0021 Sampled: 01. 16.2015 / Lee, Brad Location: Paris, TX I. D. No.: 4850 TEST RESULTS Weather & Temperature: Partly Cloudy and 38 °F. Equipment On -Site: backhoe Technician: Brad W. Lee Page 1 of 1 Description of Progress: Apex personnel arrived on -site as requested by client representative to perform the inspection and testing as needed. Technician performed density testing on the backfili of the above referenced project as requested. 5 In -Place Density Tests were performed on the trench backfill and recorded. Please see Report No. 2313 - 0021 -00016 titled "Soil Densities" for exact test location(s) and results. Orig: City of Paris Attn: Shane Grissom (1-ec) TBPE Firm Registration No. F -3179, Expires 01/31/2016 �� David P. McClellan, Manager, Construction Services THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLES, MATERIALS OR LOCATIONS TESTED OR OBSERVED AND MAY NOT BE INDICATIVE OF THE QUALITIES OF SIMILAR MATERIALS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. REPORT CREATED BY ElmTreo SYSTEM www.apexgeo.com Apex Geoscience, Inc, Shawn Napier From: Dustin Emerson <demerson @apexgeo.com> Sent: Monday, June 15, 2015 2:53 PM To: Shawn Napier Subject: Jan 16 Density's Houston Street. To whom it may concern, On Jan, 16, 2015 The density test that were performed on the backfill of water line were done on Houston street, Paris TX. Thank You, GEOSC:ENCE Dustin Emerson, Manager, CMT Services I demerson(o)apexgeo.com 800 755 84611 C. 903.714.2369 1 apexgeo.com LEGAL, This transmission, including attachments. contains information from Apex Geoscience. Inc. which is confidential or privileged. If you are not the intended recipient, immediately destroy and/or delete this message. Any disclosure copying distribution or use of the contents is prohibited. Please consider the environment before printing this email. i P 9 `� _ *�, •' `�, "3y' ±q• �Sp, .l�'+".' /lye` %.i ..a. r < -, } - 1 .. i 44 "i A�,.. ��'�'= ``• a� ' "+ ` -' •ate � v- '. 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" _ u w uP9PN 6T 5l F ¢E IFIGMDR i �sxANHwDrt > W BgAME ST °¢ n XWON a n '^ HEI�i IONST NEN)/N.RYBT=" 91 CLARK LM ttAMW O S F OBON RO DAWN ON W ON ST EN19M eiw a m" EwASNINOloN 9T EPM T EWA9x1 TON ST EWASWNDiON IT R ��X 9OTTW ° M x "s e t MMAVE EP0.K r z pq i BROWNAVE CE CEDM ti EPA �_YHPLC u EO T02'` EE egowN aT HIT '4 "sOO(y "sCIR m BV, TeaTY LN ao� FRISCO AVE YUtSON9 JAC w NEAMEAVE - - �EDEaT SYCAMORE IT 8Y E9T n n ^ i+BEL A RN DN OR F - ORANGE ITW PWa9 BLVD NEADLEAVE 6NFAOLEAVE IXOhFEE0.aON 0.0 R EVERfAEEx IT NEN1EFFERBON R 6 Arre MELao g L49ys This progress update shows water and RALSTAR sewer lines that are installed and in- service. It does not depict closed out contracts. LD�TMu X90