Download Complete2023 Lincoln Standard Specifications, See also: The materials used in flexible pavements are comprised (in weight) of more than 95% natural origin aggregates (NA) (Arabani and Azarhoosh, 2012).The manufacturing of hot-mix asphalts (HMA) requires large volumes of NA (aggregates are comprised in weight in 90%95% or 80%90% in volume) (Khasawneh and Alsheyab, 2020; Copyright Contour Tree and Garden Care | All rights reserved. A fairly common practice with Lombardy Poplars, this tree was having a height reduction to reduce the wind sail helping to prevent limb failures. ASTM C-131 Test for Resistance to Abrasion of Small Size Coarse Aggregate by Use of Los Angeles Abrasion Machine Test for Sieve or Screen Analysis of Fine and Coarse Aggregate AASHTO T-304 Uncompacted Void Content of Fine Aggregate (Fine Aggregate Angularity) AASHTO T-308 Determining the Asphalt Content of Hot Mix Asphalt (HMA) by Piping stress analysis is a discipline which is highly interrelated with piping layout (Chap. Why choose Contour Tree & Garden Care Ltd? TERMINATION BY THE CITY FOR CONVENIENCE, B. Selection of the design aggregate structure (design blend) consists of determining the aggregate stockpile proportions and corresponding combined gradations of /BitsPerComponent 8 /Type /XObject CONVERT EXISTING MANHOLE TO DROP MANHOLE, A. /ColorSpace /DeviceGray /BM /Normal Thermal design of foundations to avoid frost heave, PAS 128:2014 Specification for underground utility detection, verification and location, BS 5930:2015 Code of practice for ground investigations, BS 6031:2009 Code of practice for earthworks, BS 8004:2015 Code of practice for foundations, BS 8102:2009 Code of practice for protection of below ground structures against water from the ground, Eurocode 7 Geotechnical design Part 1 : General rules, Eurocode 7 Geotechnical design Part 2 : Ground investigation and testing, Eurocode 7 Geotechnical design Part 3 : Design assisted by fieldtesting, EN 1536:1999 Execution of special geotechnical works - Bored piles, EN 1537:1999 Execution of special geotechnical works - Ground anchors, EN 1538:2000 Execution of special geotechnical works Diaphragm walls, EN 12063:1999 Execution of special geotechnical work Sheet-pile walls, EN12699:2001 Execution of special geotechnical work Displacement piles, EN12715:2000 Execution of special geotechnical work Grouting, EN 12716:2001 Execution of special geotechnical works Jet grouting, EN 14199:2005 Execution of special geotechnical works Micropiles, EN14475:2006 Execution of special geotechnical works Reinforced fill, EN 14679:2005 Execution of special geotechnical works Deep mixing, EN 14490:2010 Execution of special geotechnical works Soil nailing, EN14731:2005 Execution of special geotechnical works - Ground treatment by deep vibration, EN15237:2007 Execution of special geotechnical works Vertical drainage, EN 14991:2007 Precast concrete products. He won three regional awards and one international (CANMET-ACI) award. Looking for a Tree Surgeon in Berkshire, Hampshire or Surrey ? /Type /ExtGState /Height 447 Aggregate selection is based upon layer location, traffic level, and traffic speed. << In contrast to the classicalmechanical CPT, the more advanced electrical CPT cones or Piezocones (CPTU) are equipped with electrical sensors and measuring elements, thus providing true in-situ measurements of the desired parameters. Angularity: The sharpness of edges and corners of particles. The owner/operators are highly qualified to NPTC standards and have a combined 17 years industry experience giving the ability to carry out work to the highest standard. It also seems that the particles angularity has a strong influence on packing density: de Larrard (1999) reported that rounded aggregates give a packing density close to 0.60 while crushed aggregates packing gives values between 0.50 and 0.57. CONCRETE FOR STEPS AND RETAINING WALLS, IN PLACE, B. NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT, 32.10 A TEMPORARY EROSION CONTROL AND SEDIMENT RETENTION WATTLE, A. /ca 1.0 This Scots Pine was in decline showing signs of decay at the base, deemed unstable it was to be dismantled to ground level. /Filter /FlateDecode The materials used in flexible pavements are comprised (in weight) of more than 95% natural origin aggregates (NA) (Arabani and Azarhoosh, 2012).The manufacturing of hot-mix asphalts (HMA) requires large volumes of NA (aggregates are comprised in weight in 90%95% or 80%90% in volume) (Khasawneh and Alsheyab, 2020; Overview. Hmu << Aggregate: Sand, gravel, shell, slag, or crushed stone used in road construction, base materials, mixed with cement to make concrete, or mixed with bitumen to make asphalt. 6.02e voids in mineral aggregate* 6.02f voids filled with asphalt* 6.02g coarse aggregate angularity (astm d5821) 6.02h fine aggregate angularity (aashto t304 method a) 6.02i flat and elongated particles* (astm d4791) 6.02j sand equivalent criteria (aashto t176) 6.02k gradation control points for sph; 6.02l gradation control points for spr These weights indicate that _____. On another side, if the cement content, slump, water-cement ratio, aggregate angularity, temperature, and a decrease in the proportion of the coarse aggregate to fine aggregate will increase water demand. Foundation elements, EN 12794:2005 Precast concrete products Foundation piles, ISO 14688-1:2013 Identification and classification of soil - Part 1: Identification and description, ISO 14688-2:2004 Identification and classification of soil Part 2: Principles for a classification, ISO 14689-1:2003 Identification and classification of rock Part 1: Identification and description, ISO 22475-1:2006 Geotechnical investigation and testing - Sampling methods and groundwater measurements - Part 1, ISO22476-1:2012 Field testing Part 1: Electrical cone and piezocone penetration test, ISO 22476-2:2005 Field testing Part 2: Dynamic probing, ISO 22476-3:2005 Field testing Part 3: Standard penetration test, ISO22476-4:2012 Field testing Part 4: Mnard pressuremeter test, ISO22476-5:2012 Field testing Part 5: Flexible dilatometer test, ISO22476-7:2012 Field testing Part 7: Borehole jack test. The investigation focused on identifying the causes of pavement failures, examining the pavement structural and functional performances, and measuring within-section layer thicknesses and material properties. /Type /ExtGState EXAMINATION OF PLANS, SPECIFICATIONS, SPECIAL PROVISIONS, AND SITE OF WORK, G. CONSTRUCTION PERFORMANCE AND CONSTRUCTION PAYMENT BONDS, A. Angularity: The sharpness of edges and corners of particles. /Subtype /Image /Columns 1664 TAP EXISTING MANHOLE AND REPLACE INVERT, B. The aggregate characteristics for the virgin aggregates, RAP, and the selected mixture gradation are shown in Table 1. We use cookies to help provide and enhance our service and tailor content and ads. Sc. /BM /Normal Fine Aggregate Angularity NAA Procedure Method A ASTM C 1252: Mary Nurenberg: BFS-Construction Field Services: 07/25/01 1851: Gyratory Conpacted Bulk Specific Gravity Worksheet: Mary Nurenberg: BFS-Construction Field Services: 03/21/08 1852: Coarse Aggregate Crush Content One & Two Face Crush: Mary Nurenberg: BFS-Construction Field 2018 The Authors. The results from these tests can be useful to plan for the best sand depth at your facility, and to match sand choices with liner options. The City of Lincoln makes no warranty, either express or implied, that the documents are accurate, complete, or suitable for any particular purpose. Angularity: The sharpness of edges and corners of particles. B3) and support design (Chap. The Los Angeles (L.A.) abrasion test (Figure 1) is a common test method used to indicate aggregate toughness and abrasion characteristics. Very pleased with a fantastic job at a reasonable price. /SMask /None Albedo: The ratio of outbound reflected solar radiation from a pave - ment surface to inbound radiation. Due to being so close to public highways it was dismantled to ground level. 2011 Standard Specifications. By continuing you agree to the use of cookies. stream /AIS false These weights indicate that _____. This work will be carried out again in around 4 years time. /BitsPerComponent 8 /CA 1.0 81-847 (Reissue 1996). % 460.2.2.3 Aggregate Gradation Master Range stream Figure 1: Coarse Aggregate Specific Gravity (CASG). Any use of or deviation from the electronically reproduced documents shall be solely at the risk of the individual reproducing said documents. 6 mix gradations. 6 0 obj 2021 Supplemental Specifications & LSPs Figure 1: L.A. abrasion testing equipment. 460.2.2.3 Aggregate Gradation Master Range /AIS false /SA true The amount of water content per unit volume of concrete may be determined from Table 4. However, the percentage passing of the D30 mixture increased by 0 % and 3 % at the same sieve size. - gold has a higher density and specific gravity than quartz and olivine 6 mix gradations. Overview. >> /DecodeParms /OP false The coarse aggregate specific gravity test (Figure 1) is used to calculate the specific gravity of a coarse aggregate sample by determining the ratio of the weight of a given volume of aggregate to the weight of an equal volume of water. Prof. Al-Amoudi obtained his BSc., MSc. INSTALLATION SCHEDULE AND IMPLEMENTATION. Common Footing Materials Sand. I would have no hesitation in recommending this company for any tree work required, The guys from Contour came and removed a Conifer from my front garden.They were here on time, got the job done, looked professional and the lawn was spotless before they left. geotechnicaldesign.info 20112021v 1.0, Code of practice for ground investigations. The results from these tests can be useful to plan for the best sand depth at your facility, and to match sand choices with liner options. /OPM 1 . 1. << /Height 447 Is the common ingredient in many arena surfaces and ranges from fine sand at 0.05 mm diameter to /Name /X LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC, B. 6 0 obj Two models are built one for collapse potential obtained by single oedemeter test and the other is for collapse potential obtained by double oedemeter test. Used to /op false /Length 17871 Prof. Al-Amoudi has authored >180 papers in reputed journals and conferences. Aggregate selection is based upon layer location, traffic level, and traffic speed. On another side, if the cement content, slump, water-cement ratio, aggregate angularity, temperature, and a decrease in the proportion of the coarse aggregate to fine aggregate will increase water demand. /BitsPerComponent 8 The City of Lincoln disclaims any responsibility or liability relating to the reproduction or use of these documents on file with the City. Introduction. INSTALLATION OF CORROSION MONITORING TEST STATIONS, P. INSTALLATION OF ELECTRICAL ISOLATION DEVICES, R. INSTALLATION OF WIRE, CABLE AND SPLICES, S. INSTALLATION OF EXOTHERMIC WELDS ANDCONNECTION DEVICES, T. POST-INSTALLATION TESTING OF CATHODICPROTECTION SYSTEMS, 23.03 A WEDGE REQUIREMENTS FOR RETAINER GLANDS, 23.03 C HYDRANT DRAIN MATERIAL GRADATIONS, 23.07 A MAXIMUM JOINT DEFLECTIONS (DUCTILE IRON PIPE ONLY), 23.07 C WATER MAIN SHUTDOWN APPLICABLE FEE SCHEDULE, CP-101 SINGLE HORIZONTAL ANODE INSTALLATION, CP-102 SINGLE VERTICAL ANODE INSTALLATION, CP-301 CONTINUITY BONDING ACROSS DUCTILE IRON PIPE JOINT, CP-311 CONTINUITY BONDING ACROSS VERTICAL GATE VALVE, CP-312 CONTINUITY BONDING ACROSS BUTTERFLY VAVLE OR HORIZONTAL GATE VALVE, CP-321 INSULATING RUBBER & TAPE WYE SPLICE FORSACRIFICIAL ANODE CABLE CONNECTIONS, CP-322 INSULATING RUBBER & TAPE BUTT SPLICE FORSACRIFICIAL ANODE CABLE CONNECTIONS, CP-401 EXOTHERMIC WELD PROCEDURE FORFERROUS PIPE MATERIALS (HORIZONTAL ONLY), CP-612 ATS TERMINAL BOARD INSTALLATION DETAILS, CP-622 CTS TERMINAL BOARD INSTALLATION DETAILS, CP-632 PTS TERMINAL BOARD INSTALLATION DETAILS, CP-641 FOREIGN CROSSING (OVER WM) TEST STATION (FTS), CP-642 FOREIGN CROSSING (UNDER WM) TEST STATION (FTS), CP-643 FTS TERMINAL BOARD INSTALLATION DETAILS, CP-652 ITS TERMINAL BOARD INSTALLATION DETAILS, CP-653 ISOLATION TEST STATION AT TAPPING SLEEVE (ITS-TAP), CP-691 FLUSH-MOUNTED ENCLOSURE FOR TEST STATIONTERMINAL BOARD & WIRES, CP-692 POST-MOUNTED TEST STATION FOR TERMINAL BOARD & WIRES, CP-804 POLYVINYL CHLORIDE PIPE INSERT (PVPI), CP-805 HIGH DENSITY POLYETHYLENE PIPE INSERT (HDPI), CP-806 ISOLATION (BALL TYPE) CORPORATION STOP (ICS), CP-807 ISOLATION SERVICE FITTING (COPPER FLARE) FOR " TO 2" PIPE (ISF), CP-808 ELECTRICAL ISOLATION DEVICES FOR METALLICCASING SLEEVES, CP-809 ELECTRICAL ISOLATION AT PIPE ENTRYWITHIN REINFORCED CONCRETE WALL, Chapter 24 Traffic Signals, ITS and Lighting, J. DOWNTIME FOR TRAFFIC SIGNALS OR STREET LIGHTING, K. ENERGIZING OR DE-ENERGIZING TRAFFIC SIGNALS, C. FOUNDATIONS, POLES, AND MAST ARMS, AND LUMINAIRE ARMS, 25.14 RESTORING STREET SURFACES AND CONCRETE WORK, 25.18 INSTALLATION OF PHOTOELECTRIC CONTROLS, 26.06 FIBER CONNECTORS, ENCLOSURES AND ACCESSORIES, C. MID-SEASON (LATE SUMMER/FALL COVER CROP), D. OVERSEEDING WITH COVER CROP (ALTERNATIVE), 30.10 ACCEPTANCE AND ESTABLISHMENT PERIOD, 30.11 REPLACEMENT OF MATERIAL AND GUARANTEE PERIOD, 31.04 RECEIVING AND STORING OF PLANT MATERIALS, 31.05 TRANSPORTING PLANTS TO THE PLANTING SITE, 31.09 PLANTING PERENNIALS AND ORNAMENTAL GRASSES, 31.11 STAKING AND SUPPORT OF PLANT MATERIAL, 31.14 ACCEPTANCE AND ESTABLISHMENT PERIOD, 31.15 REPLACEMENT OF PLANT MATERIAL AND GUARANTEE PERIOD, Chapter 32 Erosion and Sediment Control, 32.01 EROSION AND SEDIMENT CONTROL PERMITS, A. /SMask /None REINFORCING STEEL FOR RETAINING WALLS AND STEPS, Chapter 8 Chain Link Fence and Pipe Railing Fencing, 14.06 SQUARE SIGN POST ANCHOR REINFORCEMENT SLEEVE, Chapter 20 Construction for Utilities and Structures, F. MAINTENANCE AND PROTECTION OF EXCAVATIONS, 20.07 CONCRETE AND REINFORCING STEEL FOR STORM DRAINAGE, 20.08 CONCRETE AND REINFORCING STEEL FOR SANITARY SEWER, 20.09 CONCRETE AND REINFORCING STEEL FOR WATER MAIN, 20.10 PAVEMENT CONSTRUCTION AND RECONSTRUCTION, B. %PDF-1.6 BS 5930:2015 Code of practice for ground investigations Standard Number BS 5930:2015 Title Code of practice for ground investigations Publication Date 2015-07-31 Replaces BS 5930:1999+A2:2010 Descriptors This British Standard is set out to follow, in broad terms, the sequence of a ground investigation from initial considerations through the phased design and Aggregate: Sand, gravel, shell, slag, or crushed stone used in road construction, base materials, mixed with cement to make concrete, or mixed with bitumen to make asphalt. << Aggregate: Sand, gravel, shell, slag, or crushed stone used in road construction, base materials, mixed with cement to make concrete, or mixed with bitumen to make asphalt. TyjY&r$ Zn|kvt>1f.k\Cb*ZPgzj.5ma"7sC?\x]gW]omPKFA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i &6 Aggregate abrasion characteristics are important because the constituent aggregate in HMA must resist crushing, degradation and disintegration in order to produce a high quality HMA.. 1. It meant that coarse aggregate became finer due to aggregate crushing associated with the compaction energy and the highest angularity of C aggregate. Published by Elsevier B.V. https://doi.org/10.1016/j.powtec.2018.02.003. /Type /XObject /Width 1664 The binder performance grading results for the virgin asphalt are summarized in Table 2. The City of Lincoln Standard Specifications for Municipal Construction and the City of Lincoln Standard Plans which are electronically reproduced at this Website represent only copies of the official documents which are on file with the City Engineer's Office and which bear the Registered Professional Engineer's Seal in accordance with Neb. Don't forget to follow us on Facebook& Instagram. Used to Figure 1: L.A. abrasion testing equipment. and Ph.D. degrees (All with the first honour) from KFUPM in 1982, 1985 and 1992, respectively. A cubic centimeter each of quartz, olivine, and native gold weighs 2.5, 3.0, and 19.8 grams, respectively. Omar S. Baghabra Al-Amoudi is currently the Dean of Educational Services and a Professor in the Department of Civil & Environmental Engineering at King Fahd University of Petroleum and Minerals (KFUPM), Saudi Arabia. Conversely, sand, stonedust, and other sharply angular, aggregate materials can be abrasive to the hoof wall. Selection of the design aggregate structure (design blend) consists of determining the aggregate stockpile proportions and corresponding combined gradations of For instance, soils are called granular, coarse-grained, or cohesionless when >50% of the weight of the soil is sand and gravel that have sizes ranging from 0. /ColorSpace /DeviceGray /CA 1.0 /Subtype /Image /OPM 1 Aggregate abrasion characteristics are important because the constituent aggregate in HMA must resist crushing, degradation and disintegration in order to produce a high quality HMA.. Garden looks fab. Stat. INSURANCE REQUIREMENTS FOR ALL CITY CONTRACTS, 1.02 SURVEY MONUMENTS AND MONUMENTS BOXES, 1.13 WATER VALVE BOXES AND WATER STOP BOXES, 1.16 KEYHOLE POTHOLE EXCAVATION AND BACKFILL, 1.17 CONTRACTOR QUALITY CONTROL PROGRAM (CQCP), K. INSPECTION BY THE CITY PROJECT MANAGER, Chapter 3 Portland Cement Concrete (PCC), B. INTER-GROUND/BLENDED PORTLAND CEMENT CONCRETE (PCC), 3.04 CONSISTENCY AND PLACEMENT OF CONCRETE, 3.01A GRADATION LIMITS FOR MINERAL AGGREGATES FOR USE IN PORTLAND CEMENT CONCRETE (% Passing), 3.01B PORTLAND CEMENT CONCRETE MIXTURES (CUBIC YARD BATCH), 3.06A FLOWABLE FILL COMPOSITION PER CUBIC YARD, Chapter 4 Portland Cement Concrete (PCC) Pavement, 4.04 PLACING REINFORCING STEEL / TIE BARS, C. CONTRACTION JOINTS OR PLANES OF WEAKNESS, B. PORTLAND CEMENT CONCRETE (PCC) PAVEMENT, C. PORTLAND CEMENT CONCRETE (PCC) PAVEMENT with INTEGRAL CURB, D. DOWELED PORTLAND CEMENT CONCRETE (DPCC) PAVEMENT, E. DOWELED PORTLAND CEMENT CONCRETE (DPCC) PAVEMENT with INTEGRAL CURB, F. REINFORCED PORTLAND CEMENT CONCRETE (RPCC) PAVEMENT, G. CONCRETE SIDEWALK; CONCRETE DRIVEWAY; CONCRETE BIKEWAY, H. COMBINED CURB AND GUTTER, CONCRETE BARRIER CURB, or CONCRETE MEDIAN CURB, Chapter 5 Portland Cement Concrete (PCC) Base Construction, Chapter 6 Asphaltic Concrete Construction, F. NON-WOVEN PAVEMENT OVERLAY FABRIC PLACEMENT, M. ASPHALTIC CONCRETE TEMPERATURE REQUIREMENTS, 6.02A ASPHALTIC CONCRETE MIX REQUIREMENTS SUMMARY, 6.02G COARSE AGGREGATE ANGULARITY (ASTM D5821), 6.02H FINE AGGREGATE ANGULARITY (AASHTO T304 METHOD A), 6.02I FLAT AND ELONGATED PARTICLES* (ASTM D4791), 6.02J SAND EQUIVALENT CRITERIA (AASHTO T176), 6.02N ASPHALTIC CONCRETE PRODUCTION TOLERANCES, A. << Piping stress analysis is a discipline which is highly interrelated with piping layout (Chap. /ca 1.0 The layout of the piping system should be performed with the requirements of piping stress and pipe supports in mind (i.e., sufficient flexibility for thermal expansion; proper pipe routing so that simple and economical pipe supports can be It is similar in nature to the fine aggregate specific gravity test.. He was one of the founding members of the American Concrete Institute-Saudi Arabia Chapter (ACI-SAC). Fine Aggregate Angularity NAA Procedure Method A ASTM C 1252: Mary Nurenberg: BFS-Construction Field Services: 07/25/01 1851: Gyratory Conpacted Bulk Specific Gravity Worksheet: Mary Nurenberg: BFS-Construction Field Services: 03/21/08 1852: Coarse Aggregate Crush Content One & Two Face Crush: Mary Nurenberg: BFS-Construction Field Introduction. TyjY&r$ Zn|kvt>1f.k\Cb*ZPgzj.5ma"7sC?\x]gW]omPKFA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i FA(;i &6 DELIVERY, STORAGE, AND HANDLING OF PRODUCTS, 22.06 HIGHWAY, STREET, RAILROAD AND UTILITY CROSSINGS, 23.02 CONSTRUCTION SERVICES PURCHASED FROM THE CITY, H. HIGH-DENSITY POLYETHYLENE (HDPE) PIPE, FITTINGS,SERVICES AND CONNECTORS, L. RESTRAINT COLLARS FOR VALVES AND REDUCERS, 23.08 INSTALLATION OF VALVES AND HYDRANTS, 23.09 BENTOMAT CL GEOSYNTHETIC CLAY LINER, 23.10 TEMPORARY HYDRANTS AND BLOW-OFF FOR FLUSHING AND DISINFECTION, 23.11 WATER SERVICE CONSTRUCTION OR RECONSTRUCTION, 23.13 HIGHWAY, STREET AND RAILROAD CROSSING, D. WARRANTY ON CONTRACTOR-PROVIDED MATERIALS, F. ELECTRICAL CONTINUITY PROVISIONS FERROUS PIPE, K. EXOTHERMIC WELDS AND CONNECTION DEVICES, L. INSTALLATION OF CATHODIC PROTECTION MATERIALS -GENERAL, M. INSTALLATION OF CATHODIC PROTECTION MATERIALS QUALITY CONTROL, N. INSTALLATION OF ELECTRICAL CONTINUITY PROVISIONS FERROUS PIPE, O. | Reg. AUTHORITY OF ASSISTANT DIRECTOR OF TRANSPORTATION (CITY ENGINEER), B.

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