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OF THE MODIFIED PROCTOR (ASTM D-1557, AASHTO T-180) ... COMPACT BACKFILL BELOW FOOTER TO 93% MAX. DENSITY PCR AASI ITO T-100. ...

http://www.rpwitt.com/subs/cvs/pdfs/1016321_C08.pdf

the procedure described in AASHTO T 99 or T 180. Method C or D. The minimum weight (mass) requirement shall be as shown for the applicable ...

http://www.dot.state.co.us/designSupport/Field Materials Manual/2009/CP 20-09.pdf

Colorado Procedure 20-93. Standard Practice for ... 3.1.3 For Moisture Density Relations (AASHTO. T 99 and T 180) test the following minimum ...

http://www.dot.state.co.us/designSupport/Field Materials Manual/2006/CP 20-06.pdf

density as determined by AASHTO T-180. Open type expansion joints shall be used. .... AWWA C600-93. 133200. L = allowable leakage gallon per minute ...

http://www.ci.miramar.fl.us/engineering/docs/Appendix C_2_ Final Plan Prep & Eng Checklist.pdf

structures, etc., shall be compacted to a minimum of 93% of maximum density as determined by. AASHTO T-180. Landscape berm and retention-detention area fill ...

http://www.jupiter.fl.us/Engineering/upload/Standard Notes for Engineering Plans-2.pdf

TO 93% AASHTO T-180. SECTION VIEW. TOWN OF JUPITER. ENGINEERING DIVISION. 210 MILITARY TRAIL. JUPITER, FLORIDA 33458. (561) 746-5134. TURF BLOCK ...

http://www.jupiter.fl.us/Engineering/upload/125-Turf-Block.pdf

95% AASHTO-T-180r 12" Compacted Native Soil,. 90% AASHTO-T-180. 1962. North End of Taxiway B-6. Seal Coat, 2" AC, 8" AB, 6" Compacted Native Soil, ...

http://www.azdot.gov/aviation/library/MP_PDF/FFZ_MP_APP_E.pdf

the following figures have been reprinted from the 1993 Commentary of the ...... 90% per AASHTO T 180. The structural backfill shall be ...

http://www.azdot.gov/Highways/bridge/Bulletins/PDF/Errata-HB-17-E4.pdf

100 % OF A.A.S.H.T.O. T-180 as modified by the Department (Test #3) ... 4th Test 3 (ring test) used on ABC or CTBC (AASHTO T-180) ...

http://www.ncdot.org/doh/operations/materials/pdf/convdensrevised09online_Part1.pdf

of the material by using AASHTO T-180. (as modified by the Department). Call the Soil Laboratory to get the unit weight results for the material ...

http://www.ncdot.org/doh/operations/materials/pdf/convdensrevised09online_Part2.pdf

AASHTO T 180, Method D. The in place or required density shall be determined in ... 93 percent per each layer up to and Backfill for undercut areas ...

http://app.ddot.dc.gov/information/standards/pdf/divs/div203.pdf

as directed by the Engineer. After this excavation is complete, the area shall be compacted to a density of 93 percent of that determined by AASHTO T 180, ...

http://app.ddot.dc.gov/information/standards/pdf/divs/div613.pdf

compacted in five layers. Tests are performed in accordance with AASHTO T 180. ...... ASTM,“GeotechnicalTestingJournal,”Vol.16,No.1,pp.36-45, 1993 ...

http://www.nevadadot.com/reports_pubs/Geo_PPManual/pdfs/Geo_PPM_Chapter8.pdf

-AASHTO T30-93. - AASHTO T99/T180. - AASHTO T119. - AASHTO T121. - AASHTO T141. - AASHTO T152. -AASHTO T164-01. - AASHTO T166. - AASHTO T168. - AASHTO T180 ...

http://www.aot.state.vt.us/matres/Documents/ACROBAT.pdf/AOT_CHP2006.pdf

Design of Pavement Structures (1993). The design life is 30 years. ... optimum, as determined by AASHTO T180. The subgrade shall be compacted to ...

http://bismarckstreets.com/centroads/docs/public_hearing_20100128/fr/pavement_design_report.pdf

93. + 9.0. 19mm(3/4") ... Sample Distribution (AASHTO M-145). ASTM D2487: Review by: ... AASHTO T-180 - Method D. Description: Sample ID: Date Sampled: ...

http://www.morganasphalt.com/pit/rec06222009.pdf

%C = percent of maximum dry density, determined by AASHTO T 99 or T 180 ...... AASHTO, “Particle Size Analysis of Soils,” AASHTO Designation: T 88-93, ...

http://ntl.bts.gov/data/KSU9610-2.pdf

by RL Parsons - Cited by 1

http://ntl.bts.gov/lib/200207/15cb003.pdf

Materials” October 1993 as amended. AASHTO: American Association of State Highway and ... density per AASHTO T-180. (b) Base Course: Not required, ...

http://oceancitymd.gov/Engineering/parkinglotpavingstandards.pdf

JOB # 93-ESR. SHEET. OF S î. Plan # -3. Map#-16C. Sheet #-1 of 2. Drawer #-A6 ... WITH AASHTO T—180. FINE BEDDING MATERIAL TO 10 ABOVE ...

http://gis.ci.redmond.or.us/GIS_WEB_SITE/Documets/Record_DWG/15-13-16/SW 17TH ST/CRAIG WALKER--METOLIUS & 17TH01.pdf

Date: 13-Jul-00 Project Number: IM-040-2(56)93 ... application (AASHTO T-180 ASTM D 1557). The EMC SQUAREDо System product technology is ...

http://www.sspco.com/pdf/8455.pdf

This field operating procedure is derived from AASHTO T 310. .... T 180. When using curves developed by the FOP for AASHTO T 99 / T 180, ... 1993 kg/m ...

http://www.waqtc.org/library/documents/density/t310.pdf

DENSITY AS DETERMINED BY. AASHTO T180 D. Embankments, Trench Backfill and Borrow. Trench Backfill. 93 percent per each layer up to 6 inches below sub grade. ...

http://ddot.dc.gov/ddot/LIB/ddot/information/standards/pdf/divs/div203.pdf

minimum density of ninety five (95) percent of AASHTO T-180 (ASTM D-1557). .... (93) percent of design density and average thickness being within one fourth ...

http://www.ocoee.org/Departments/DS/Planning/docs/FORM-15_Pre-Con Reqs_Rev.pdf

e.g., 95% of AASHTO T-180) is recommended for fabricating the samples. ..... New Jersey, 1993. 10. Uzan, J., T. Scullion, C.H. Michalak, M. Paredes, ...

http://www.lime.org/AMDTP.pdf

sieve and it is desired that the sample for moisture-density relations (AASHTO T 99 or T 180) contain material between 19.0 mm (¾ in.) and 4.75 mm (No. ...

http://www.mdt.mt.gov/other/materials/external/materials_manual/200.PDF

To begin with, the MDT pavement designer can use the current 1993 AASHTO ...... AASHTO T 180. Moisture-Density Relations of Soils Using a 10 lb Rammer and ...

http://www.mdt.mt.gov/research/docs/research_proj/pave_model/volumeiii.pdf

AASHTO T294-94 sug- gests that OMC and MDD for a given aggregate type be determined in accordance with AASHTO T180-93, then by using OMC and ...

http://trb.metapress.com/index/561113762H683P75.pdf

and fly ash by using the modified Proctor test (AASHTO T-180). .... Use of CCBPs has increased from 11% of production in 1993 to 42% in 1999. ...

http://trb.metapress.com/index/B66X724M76420420.pdf

Maximum Density AASHTO: T-180 114.4. Optimum Moisture 15.1. Density, pet., Dry 106.4 .... larch 15, 1993. Caren Carlson. Circle c Landfill ...

http://www.ecy.wa.gov/Programs/TCP/sites/circle_c/Appendix_D.pdf

less than 95% of the maximum unit weight, per AASHTO T-180, to a depth of at least 9 inches. ... Structure. Adjustment). CSS/css (PRECONST.LST). 1/93.

http://www.a2gov.org/government/publicservices/project_management/Documents/projectmanagement_MajorPre-ConItemList.pdf

Grading , Compaction . . L.S.. EM 7720-100LL, page 93. April 1, 19B5 ... Compaction C. 95 percent of AASHTO T 180, Method C or D. ...

http://www.fs.fed.us/r9/hmnf/pages/About_Info/pdf_files/FSSpecs/section300.pdf

27 Dec 2006 ... Any structure over a 20 ft. span must be designed to an HL-93 ... moisture at 95% compaction as determined by AASHTO T 180 modified, ...

http://www.co.arapahoe.co.us/Departments/PW/documents/09 Chapter 6 - Revised 12-27-06.pdf

should be determined in accordance with AASHTO T 180 and compacted to at least 90% of the ..... 93. CONTACT. POINTS. BASE WIDTH, B. WHEN BASE WIDTH EXCEEDS ...

http://www.cflhd.gov/techDevelopment/completed_projects/geotech/rockeries/_documents/08_Chapter_5_Rockery_Construction.pdf

density obtainable under A.A.S.H.T.O. Method T-180. ..... Minimum acceptable density for each course of asphaltic concrete material shall be 93 ...

http://www.eustis.org/govt/LDRs/Appendix A.pdf

32 AASHTO T-180 SOIL TEST. INCOMPLETE. 33 FURNISH & PLACE TOPSOIL. INCOMPLETE. 34 PLACE TOPSOIL. INCOMPLETE ... 93 1/C #10 AWG COPPER CONDUCTOR. INCOMPLETE ...

http://archive.rcgov.org/pw20010411/PW041101-02.pdf

29 AASHTO T-180 SOIL TEST. 31 CONCRETE TEST SET. 36 TEMPORARY SURFACING ... 93 18" FIRE HYDRANT EXTENSION. None used. Measured Quantity. Measured Quantity ...

http://archive.rcgov.org/pw20060613/pw061306-05.pdf

AASHTO T-180). Embankments greater than ten (10) feet in height shall have ... compacted to 93 percent of maximum density as determined by the standard ...

http://grantcounty.ky.gov/NR/rdonlyres/7EC7C95F-584A-4E09-B9B1-655A99B70E66/0/appendix_a.pdf

was named State Pavement Design Engineer in 1993. Prior to coming to FDOT, he spent four years of .... Moisture-density curve (AASHTO T180 or FM 1-T 180) ...

http://www.dot.state.fl.us/structures/DesignConf2006/Presentations/session52/Final-52Dietrich-GuideCalibration.pdf

accordance with AASHTO T 180, Method D or Alaska T-12. Brown's Hill 1―" minus material (for material requirements see Section 211 of the F.N.S.B. ...

http://www.co.fairbanks.ak.us/RuralServices/CommissionerResources/Technical Specs.pdf

Hệ số đầm lèn K ≥ 0,98 (cối đầm nén cải tiến AASHTO - T-180 trong phòng thí nghiệm). ... THEO "QUY TRÌNH THIẾT KẾ ÁO ĐƯỜNG MỀM" 22 TCN 211-93 ...

http://khcn.mt.gov.vn/tieuchuannganh/uploads/8BE_22TCN304-03.pdf

TO 98% OF THE MAX-DENSITY AS PER AASHTO-T-180. DWG N0.13E. REVISED ... AASHTO SPEC. NO. T-180. FOUNDATION MATERIAL SHALL BE SELECT BACKFILL ...

http://www.broward.org/waterservices/standard_details.pdf

of 93% of maximim density as determined by AASHTO T-1S0. ... AASHTO T-180. 10, Town of Jupiter Engineering Division Standards for Asphalt & Backfill ...

http://www.clearspanstructuresllc.com/admin/pdf2/Jupiter Christian School/Prelim Civils 7-15-09.pdf

tion should be at least 95% of AASHTO T-99 or ... least 98% of AASHTO T-180 density. For unbound ..... be calculated using the 1993 AASHTO pavement ...

http://www2.marshallconcrete.com/files/TechSpec04.pdf

This field operating procedure is derived from AASHTO T 310. .... AASHTO T180, it may be necessary to use the FOP for AASHTO T 224 and AASHTO ... 1993 kg/m ...

http://itd.idaho.gov/manuals/Online_Manuals/Current_Manuals/QA Manual/April_05/FOPs/T310_short.pdf

furnished materials. *. 106-2 5/01/93 ... The Contractor shall use AASHTO T 180 *J .... requirements of the fill or cushion material. 106-6 5/01/93.

http://hawaii.gov/dot,/highways/specifications1994/specifications/specspdf/specspdf-100-199 and table/106.pdf

by P Paige-Green - 2009 - Related articles

http://researchspace.csir.co.za/dspace/bitstream/10204/3543/1/Paige-G_d1_2009.pdf

ASTM D4253-93. Standard Test Methods for Maximum Index. Density and Unit Weight of Soils ... AASHTO T180-86. The Moisture-Density Relations of Soils using a ...

http://www.appianengineers.com/samples/PDF/02200 Earthwork.pdf

The Michigan Modified T-180 Test is a modification of AASHTO T-180 (Method C) Test. This test is used to determine the Maximum Density of recycled mixtures ...

http://www.michigan.gov/documents/mdot_DensityControlHandbook_Part1_79130_7.pdf

2.2 4.54 kg rammer and sleeve as used in AASHTO T 180. ...... AASHTO Standard Specifications for Highway Bridges - 1992 plus the 1993 and 1994 Interim ...

http://flh.fhwa.dot.gov/resources/manuals/fmm/documents/Appendix.pdf