Record Details
page 6
Digital Collections at BYU
| Field | Value |
|---|---|
| Title | page 6 Results of the Currant Creek Pipeline Impact Loading Study, Central Utah Project, page 6 |
| Coverage | Electronic reproduction; |
| Format | 6 text/PDF |
| Rights | Brigham Young University; http://lib.byu.edu/about/copyright/generic.php Public Domain Public |
| Language | English; eng; en |
| Relation | Central Utah Project; Western Waters Digital Library; 71415 7.1415 870 8 70 7 0 turcu ourcu ol 01 RWI R W I hydrometer ANALYSIS GRADATION GRAD ATION TEST SIEVE A analysts NALYSIS ANALYSIS 25 hr 7 hr TIME READINGS u US STANDA STANDARD RD SERIE SERIES serle serles S 1 CLEAR SQUARE OPENINGS 45 min 15 5min amin min 60 min 19 min 4 mn in I 1 1 min in 8200 1 I 00 aldo aido 0 loo 100 too 50 0 x40 40 83 30 0 0 6 010 nio 10 a ira 114 3v 3 av 34 1 W ill 3 5 6 0 90 10 I 1 f 80 20 40 60 70 7 30 0 Z 40 CL so 50 0 1 & 40 w 60 & V M 7 1 0 y 20 so 10 90 OL 0 1 1 1 1 i i I 1 I 1 I 1 III 111 ili L 1 1 1111 ilil 1 1 1 1 11 100 loo 5 8 3 8 0.42 042 2 20 0 t 1101 01 002 .002 002 005 .005 005 009 olg 019 0 .0 .019 019 9 037 0 .0 037 .037 37 074 0 .0 074 .074 4 149 1 .1 149 .149 49 21 29 2 .2 21 .21 97 S 590 90 119 1.19 ilg liv 1 19 238 218 2 38 4 476 76 9.52 952 952 igl 19 igi 19.1 191 1 .1 381 38.1 31 281 1 .1 762 76.2 7 762 2 .2 12 127 7 152 52 DIAMETER d1ame daame tefr teft terr OF QF PARTICLE PARTICL leinm1l N millueters MIL LL LUETERS etel RS FINES I 1 SAND G GRAVEL R A V FINE MEDIUM FCOARS COARSE FINE pine C COARSE A R S I 1 CC cc1les omes OWES CLASSI icat icae ica1 ICATION ION lon SYMBO jd M ATTERBERG LIMITS LIM ITS SPECIFIC S pecificgra GRAVITY VI TY NOTES tii io S gravel 0 o liquid limit Z 77 7 minus no 4 2 aj 2j i U 1 sand jaa ja2 plasticity index tp YR plus no 4 a flar y jc rf 3 .3 ampf naal S fines ak 3k shrinkage limit 1 G bulk buik apparent A PP SAMPLE SAMPLF NO noi nol HOLE F ND NO DEPTH ft t ml in figuro figure 5 summary of properties for soil type B chuckholes Chuck holes of various sizes and depths were made in the ground surface above the concrete slab for tests designated as having a rough ground surface DATA ANALYSIS impact factors and impact factor profiles tests 7 and 11 will be used to illustrate some of th3 tha techniques used in the impact factor analysis impact factor is defined in this study as the ratio of the maximum dynamic pressure produced by a fully loaded scraper as recorded by any single stress meter to the maximum static pressure produced by the same fully loaded scraper as recorded by the same stress meter the impact factor is expressed as follows MDP maximum dynamic pressure IF impact factor MSP maximum static pressure runs made with the scraper in first gear ere considered slow enough to provide the static pressure ie the pressure produced by a stationary scraper required for fon impact factor calculations andare and are designated as static runs runs made in gears other than first gear provided the dynamic pressures and are designated as dynamic runs impact factors were computed using the maximum pressures recorded mcorded at eight discrete locations ie the uhe locations of the stress meters sixteen impact factors were computed per runeight ru run eight neight forthefronttire for fon the front tire crossing the slab and eight for the rear tire crossing the slab for all runs in tests 3 through 17 maximum dynamic and static pressures as weil as computed impact factors for tor test tests 3 through 17 are provided in appendix C note that stress meter no 1 yielded abnormally low pressures in all tests therefore impact factors and pressures pressuresfrom from stress meter no 1 are not considered reliable and were not used for fon comparison occasionally the pressures exceeded the capacity of the recording equipment or the equipment nia malfunctioned if unctioned unction functioned ed in these cases a 0 or 999 was entered for the maximum pressure reading 6 BEST COPY AVAILABLE |
| Identifier | http://cdm15999.contentdm.oclc.org/cdm/ref/collection/WesternWatersProject/id/12985 |
