Portland Cement Concrete Pavement Sample Clauses

Portland Cement Concrete Pavement. Edgelines shall be placed on any surface open to traffic no later than one calendar day after work is completed on a section of roadway. All water and residue shall be removed prior to daily striping.
Sample 1Sample 2
AutoNDA by SimpleDocs
Portland Cement Concrete Pavement. 9. Joint/spall repair, Partial and Full-Depth Repairs
Sample 1Sample 2
Portland Cement Concrete Pavement. 24 Developer shall prepare Paving Plans for each Project Segment. Each Paving Plan must 25 include the following:
Sample 1
Portland Cement Concrete Pavement. Slump KT-21 h As needed to control product, minimum 1 set of tests every 75 yd3. Select initial sample from first 2 or 3 loads and then on a random basis or as conditions indicate. Perform tests with every set of test cylinders. Unit Weight KT-20 Air Content KT-18, KT-19, or KT-20 Temperature ASTM C 1064-12 Cylinders KT-22 a Minimum 1 set of 7 per 150 yd3. At least 1 set per day. Profilograph KT-46 b Testing by Contractor, results reviewed by City of Overland Park Thickness Cores See Std. Spec. Sec. 502.3(m). Density of Fresh Concrete KT-38 a,b Initially, 1 complete transverse profile, thereafter 5 tests per day. KCMMB Test #1 As specified in “Procedure for Analysis of Non-Specified Aggregate within Freshly Mixed Concrete” on file with the City Engineer. e As needed to control product. SAMPLING AND TESTING FREQUENCY CHART ITEM CONSTRUCTION OR MATERIAL TYPE TESTS REQUIRED TEST METHOD ACCEPTANCE SAMPLES AND TESTS 8. ASPHALTIC CONCRETE QUALITY ASSURANCE TESTING Bituminous Mixtures Test showing the information required on table “Superpave Asphaltic Concrete Test (Verified Mix Design)” Mix Cured 4 hours before testing. City Engineer shall receive test results in approximately 7 hours. Note: Procedure is specified in “Overland Park Technical Specification for Overland Park Superpave Asphaltic Concrete, subparagraph Superpave Asphaltic Concrete Mix Design Method”, available in the office of the City Engineer. a One for two of the contractor test or as directed by the City Engineer. Resistance to moisture damage AASHTO T283-14 a 1 per year and every 10,000 tons as directed by the City Engineer. Completed Road Work Field Density Tests Cores KT-15 Procedure 3 or AASHTO T166 Surface & Base Courses a 1 set of 3-4” cores per 1,000 tons placed as directed by the City Engineer. (Contractor QC) Field Density Tests Cores KT-15 Procedure 3 or AASHTO T166 Surface & Base Courses e 1 Set of 3-4” cores per 4000 tons placed as directed by the City Engineer. (City QA)
Sample 1
Portland Cement Concrete Pavement. The Department's Portland Cement Concrete (End Product Specification - EPS) dated October 2009 and detailed in Appendix “A” of these Special Provisions, shall be adhered to on this Contract. Portland cement concrete pavement shall be constructed as detailed in the Department's Portland Cement Concrete (End Product Specification - EPS) and Drawings as detailed in Standard Specifications and drawings. Payment for PC Concrete Pavement will be at the Contract unit bid price per square metre, which price shall be full compensation for the furnishing of all equipment, materials, labour, transportation, unloading, stockpiling, abrasive blasting prior to traffic line painting, joints, joint filler, saw cutting, and incidentals necessary to complete the work herein specified. On this contract, PC Concrete Pavement shall be applied as follows:  For the mainline from 7+500 Eastbound to 14+780 Eastbound, and 7+500 Westbound to 14+940 Westbound  For South Side Harbour Road and Interchange Ramps from 60+898 to 61+000, 61+080 to 61+208, 41+000 to 41+616, 42+200 to 42+971, 43+000 to 43+621, 44+000 to 44+736 After all finishing operations are completed and before initial curing and protection of the concrete, the surface of the plastic concrete shall receive an initial texturing. The initial texturing shall be performed with a longitudinal burlap drag to produce a uniform textured surface. The burlap shall be kept in a clean and damp condition, free from tears and encrusted mortar. Burlap drag texturing shall be followed by placement of longitudinally tined grooves in the surface of a pavement while the concrete is plastic. The tining shall be done with a mechanical device producing a single row of tines. Each tine shall have a nominal width of 2mm to 3mm. The nominal spacing of the tines shall be 19 ± 3mm center-to-center. The nominal depth of tined groove in the plastic concrete shall be 4mm ± 1mm. Longitudinal tining shall be carried out using equipment having automated horizontal and vertical controls to ensure straight, uniform depth tined grooves. The texture geometry shall be the same for the entire length of the tining comb. A 75mm wide strip of pavement surface shall be protected from tining for the length of and centered about longitudinal joints. The tining operation shall be done at such time and manner that the desired surface texture will be achieved while minimizing displacement of the larger aggregate particles and before the surface permanently sets. Whe...
Sample 1
Portland Cement Concrete Pavement. (02-05-15) 700, 710 SP7 R01 Revise the 2012 Standard Specifications as follows: Page 7-1, Article 700-1, DESCRIPTION, lines 16-17, replace fifth paragraph with: Submit for approval a Process Control Plan addressing all operations necessary in the production and placement of concrete pavement a minimum of 30 calendar days prior to placing concrete pavement. Page 7-2, Subarticle 700-5(A)(1), lines 29-31, replace first paragraph with: A descending air temperature at the location of the concrete paving operation and away from artificial heat reaches 35°F. Paving may resume when the weather forecast is projected to reach a high of 40°F on that day’s operation and the morning ambient temperature is above 32°F. Page 7-2, Subarticle 700-5(A), General, lines 38 and 40, replace “3500 psi” with “3000 psi.” Page 7-4, Subarticle 700-8(B), Cold Weather, lines 38-42, replace the first paragraph with the following: When the air temperature is projected to drop below 35°F for more than four hours, insulate the Portland cement concrete pavement to prohibit the concrete surface temperature from dropping below 35°F during the curing period. Page 7-5, Subarticle 700-9(A), General, line 9, first sentence of the first paragraph, replace “methods herein” with “curing methods herein”. Page 7-5, Subarticle 700-9(A), General, lines 12-15, delete the third paragraph and replace with the following: Curing is required until the concrete compressive strength has exceeded 3,000 psi using the maturity method in accordance with Article 700-13. Page 7-6, Subarticle 700-11(A), General, lines 20-29, delete the first and last sentence of the second paragraph. Add the following as the last sentence of the second paragraph on lines 25-26. Move third paragraph (lines 27-29) to between the first and second paragraph before line 20. To estimate the time of sawing, it is recommended to use the latest version of FHWA’s High Performance Paving software entitled HIPERPAV. Page 7-8, Subarticle 700-11(G), TABLE 700-1, TOLERANCE FOR DOWEL BAR ALIGNMENTA, replace with the following: TABLE 700-1 TOLERANCE FOR DOWEL BAR ALIGNMENTA Misalignment Category, inches Weight 0.6 < d ≤ 0.8 2 0.8 < d ≤ 1.00 4 1.00 < d ≤ 1.50 5 1.50 ≤ d 10
Sample 1
Portland Cement Concrete Pavement. ‌ 40 If Developer constructs paving widths that are less than the full main roadway width, Developer 41 shall locate longitudinal construction joints on the lane line or at the edge of the main roadway. 42 Developer shall not locate longitudinal construction joints in the wheel-paths. 1 Developer shall evaluate portland cement concrete pavement (PCCP) thickness in accordance 2 with Section 401-4.04 of the ADOT Standard Specifications for Road and Bridge Construction 3 and the Contract Documents. Developer shall ensure that the PCCP thickness and compressive 4 strength complies with the material and construction requirements of Developer’s pavement 5 designs and the Contract Documents.
Sample 1
AutoNDA by SimpleDocs

Related to Portland Cement Concrete Pavement

  • Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins.

  • Vlastnictví Zdravotnické zařízení si ponechá a bude uchovávat Zdravotní záznamy. Zdravotnické zařízení a Zkoušející převedou na Zadavatele veškerá svá práva, nároky a tituly, včetně práv duševního vlastnictví k Důvěrným informacím (ve smyslu níže uvedeném) a k jakýmkoli jiným Studijním datům a údajům.

  • Dewatering 4.7.1 Where a part of a site is affected by surface water following a period of rain, thus rendering some areas unsafe for productive work, consistent with the Employer’s obligations under the OH&S Act, all non- trades employees shall assist in ‘dewatering’ their own work site or area if it is so affected. Such work to be paid at single time rates. Productive work will continue in areas not so affected.

  • Metode Penelitian Penelitian ini bersifat deskriptif. Jenis penelitian yang digunakan adalah hukum normatif. Sumber data yang dipergunakan pada penelitian ini adalah data sekunder yang terdiri dari :

  • Basement Any leaks or evidence of moisture? Yes No Unknown Does Not Apply Comments:

  • meminta nasihat daripada Pihak Xxxxxx dalam semua perkara berkenaan dengan jualan lelongan, termasuk Syarat-syarat Jualan (iii) membuat carian Hakmilik Xxxxx xxxxxx rasmi di Pejabat Tanah xxx/atau xxxx-xxxx Pihak-pihak Berkuasa yang berkenaan xxx (iv) membuat pertanyaan dengan Pihak Berkuasa yang berkenaan samada jualan ini terbuka kepa da semua bangsa atau kaum Bumiputra Warganegara Malaysia sahaja atau melayu sahaja xxx juga mengenai persetujuan untuk jualan ini sebelum jualan lelong.Penawar yang berjaya ("Pembeli") dikehendaki dengan segera memohon xxx mendapatkan kebenaran pindahmilik (jika ada) daripada Pihak Pemaju xxx/atau Pihak Tuanpunya xxx/atau Pihak Berkuasa Negeri atau badan-badan berkenaan (v) memeriksa xxx memastikan samada jualan ini dikenakan cukai. BUTIR-BUTIR HARTANAH :- HAKMILIK : Hakmilik strata hartanah ini telah dikeluarkan. HAKMILIK STRATA / NO. LOT : Geran 327944/M19-B/10/621, Lot No.106581 MUKIM/DAERAH/NEGERI : Dengkil / Sepang / Selangor Darul Ehsan PEGANGAN : Selama-lamanya KELUASAN LANTAI : 70 meter persegi (753 kaki persegi) SYARAT NYATA : “Bangunan Kediaman” SEKATAN KEPENTINGAN : Tiada PEMAJU/PENJUAL : Tindak Murni Sdn Bhd (235180-X) PIHAK PENYERAH HAK : Xxxxxx Xxxxxxx BEBANAN : Diserahhak kepada RHB Islamic Bank Berhad (200501003283/680329-V) LOKASI XXX PERIHAL HARTANAH Hartanah tersebut terletak di Blok C, Xxxxxxxx Suites, Cyber Heights Villa, Xxxxx 0, Xxxxxxxxx, Xxxxxxxx Xxxxx Xxxxx. Hartanah tersebut adalah sebuah dupleks kondominium apartment 1 xxxxx unit sudut dikenali sebagai Xxxxx Pemaju No.C-05-01, Jenis A, Tingkat No.5, Bangunan No.Xxxxxx 0, Xxxx X, Xxxxxxxx Suites xxx mempunyai alamat surat-menyurat di Unit No.C-05-01, Block C, Xxxxxxxx Suites, Cyber Heights Villa, Cyber 7, 00000 Xxxxxxxxx, Xxxxxxxx Xxxxx Xxxxx. HARGA RIZAB : Harta ini dijual “keadaan seperti mana sediada” dengan harga rizab sebanyak RM 300,000.00 (RINGGIT MALAYSIA: TIGA RATUS RIBU SAHAJA) xxx tertakluk kepada syarat-syarat Jualan xxx melalui penyerahan hakkan dari Pemegang Serahak, tertakluk kepada kelulusan di perolehi oleh pihak Pembeli daripada pihak berkuasa, jika ada, termasuk semua terma, syarat xxx perjanj xxx xxxx dikenakan xxx mungkin dikenakan oleh Pihak Berkuasa yang berkenaan. Pembeli bertanggungjawab sepenuhnya untuk memperolehi xxx mematuhi syarat-syarat berkenaan daripada Pihak Berkuasa yang berkenaan, jika ada xxx semua xxx xxx perbelanjaan ditanggung xxx dibayar oleh Pihak Pembeli.Pembeli atas talian (online) juga tertakluk kepada terma-terma xxx syarat-syarat terkandung dalam xxx.xxxxxxxxxxxxxxxx.xxx Pembeli yang berminat adalah dikehendaki mendeposit kepada Pelelong 10% daripada harga rizab dalam bentuk Bank Draf atau Cashier’s Order di atas nama RHB Islamic Bank Berhad sebelum lelongan awam xxx xxxx xxxx xxxxxx bersama-sama dengan segala cukai jualan xxx perkhidmatan (SST) xxx/atau cukai yang menggantikan SST hendaklah dibayar dalam tempoh sembilan puluh (90) hari dari tarikh lelongan kepada RHB Islamic Bank Berhad melalui XXXXXX. Butir-butir pembayaran melalui XXXXXX, xxxx berhubung dengan Tetuan Che Mokhtar & Ling. Untuk maklumat lanjut, xxxx berhubung dengan TETUAN CHE MOKHTAR & LING, yang beralamat di Level 21, Main Block Menara Takaful Malaysia Xx.0, Xxxxx Xxxxxx Xxxxxxxx 00000 Xxxxx Xxxxxx. Tel: 00-0000 0000 / Fax: 00-0000 0000 [Ruj: CML-08A/RHB(4)/AS/38108/17] peguamcara bagi pihak pemegang xxxxx xxx atau pelelong yang tersebut dibawah. RAJAN AUCTIONEERS SDN. BHD. X. XXXXX Xx.00X,Xxxxxxx Xxxx,Xxxxx Xxxx Xxxxxx, ( Pelelong Berlesen ) 41000 Klang, Selangor Darul Ehsan H/P: 000-0000000 Tel: 00-00000000 / Fax : 00-00000000 H/P: 012-2738109 Ruj Kami: RA/RHBI/CML/KL/4018-23(fz) CONDITIONS OF SALE

  • Platby In consideration for the proper performance of the Study by Site in compliance with the terms and conditions of this Agreement, payments shall be made in accordance with the provisions set forth in Attachment A, with the last payment being made after the Site completes all its obligations hereunder, and IQVIA has received all properly completed CRFs and, if IQVIA requests, all other Confidential Information (as defined below). The estimated value of financial payment under this Agreement shall be approximately CZK 750,000.00. V souvislosti s řádným plněním Studie Místem provádění klinického hodnocení, a to v souladu s podmínkami a ustanoveními této Smlouvy, budou poskytovány platby dle podmínek a ustanovení definovaných v Příloze A, přičemž poslední platba bude uskutečněna poté, co Místo provádění klinického hodnocení splní a dokončí veškeré závazky, jež mu vyplývají z této Smlouvy, a IQVIA obdrží veškeré řádně vyplněné CRF a, bude-li tak IQVIA vyžadovat, veškeré další Důvěrné informace (ve smyslu níže uvedené definice). Předpokládaná hodnota finančního plnění dle této Smlouvy činí přibližně 750,000.00 Kč.

Time is Money Join Law Insider Premium to draft better contracts faster.