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This guidance establishes procedures for sampling, laboratory testing and reporting for preliminary geotechnical investigations. The preliminary geotechnical report originates in, and is the responsibility of, the District. Description of soils shall be in accordance with the visual-manual procedures of ASTM D2488. Samples shall be obtained, for classification by ASTM D 2487 and AASHTO M145 (except that group index will be calculated by procedures of M 145-49) and for determination of natural moisture content, at intervals of 5 ft. Note: It is intended that sufficient samples shall be obtained, without sampling bias, such that test results will be reasonably indicative of the dispersion of properties of the soils to be encountered in grading. Composite samples of material, from each soil that will comprise the finished surface layer of the right-of-way to be seeded, shall be sent to the Laboratory for fertility tests. Sample Identification record shall be entered in SiteManager and shall accompany all samples shipped to the Laboratory. In quarantine areas, all sampling procedures shall be in accordance with Quarantine Regulations. Requests for investigation of any critical foundation areas located during the preliminary geotechnical report shall be made in accordance with Foundation Investigations.
The report shall be in letter form as shown in the Example Preliminary Geotechnical Report. In instances of widespread or non-localized seepage along areas of side hill fill, selective placement of blankets of available pervious material (normally rock from Class C excavation) should be considered to intercept and daylight the seepage to the outside toe of slope.
Note: This information is important in the early stages of project development because the subgrade material to be used will effect the type of pavement selected, the thickness of a flexible pavement, the type of drainage required, and final elevations. The Summary for Preliminary Geotechnical Report - Form M-41 is to be prepared and attached to the preliminary geotechnical report for each soil type (normally a pedologic series) encountered and is to contain general descriptions and typical or average test values for the various horizons.
Note: Form M-41 is not to be used as a substitute for Form M-42, Subsurface Logs for Preliminary Geotechnical Report. The Subsurface Logs for Preliminary Geotechnical Report - Form M-42 shall be used for all auger and core drill logs, etc., and shall be attached to the preliminary geotechnical report. The primary purpose of this system of identification is to provide a simple and quick method of cut classification which will be fair to both the state and the contractor. The only thing remaining to be done then is to decide whether the sand is in ledge formation and whether or not it is cemented into sandstone. This proposed system is not to be construed as an attempt to set up a hard and fast method of classifying excavation materials. Although this would be an extreme case, it is a possibility and, if it should occur, certainly judgment would have to be the ruling factor. If the weight is less than 50 percent of the original weight, the sample is classified as a limestone and further testing is not required.
Rock Type Identification test results will be reported on the appropriate forms to the Geotechnical Director with a file copy maintained by the Laboratory Director. This guidance establishes procedures for the soil tests routinely performed by the Geotechnical Section. Consolidation characteristics of soils are to be determined in accordance with AASHTO T216.
The permeability of granular soils containing not more than 10 percent non-plastic material passing the No.
The permeability of granular cohesion less materials consisting predominantly of particles passing the No.
Permeability of fine-grained soils is generally to be computed from consolidation test data and may be determined by direct measurements on triaxial shear specimens. A newsletter template was still missing from the growing list of templates on this website. This template is somewhat different from the rest on this website up until now, since it is only a title page. This is a report making use of the KOMA-script, namely the article equivalent called scrartcl.
In addition, the Giddings slotted-tube sampler has proven particularly suitable for many preliminary geotechnical report sampling applications.

The number of locations sampled should depend upon the size of the job but three is considered the minimum acceptable for a small job. Since preliminary geotechnical reports differ in scope and complexity, a rigid format for the letter portion is not prescribed. Water table observations shall be made and reported for soil cuts whenever there is evidence that saturated conditions may exist. Well-defined, localized seeps and spring flows, however, may be more economically handled with pipe-aggregate underdrains, particularly where project sources of rock or other pervious materials are limited or non-existent.
Form M-41 is a summary form and need only include that test data considered typical or average.
All detailed sample test data shall be reported on this form in table form beneath the appropriate boring log. Core logs shall include, in table form, the driller's record of runs and recovery and, when appropriate, the rock quality designation (RQD) in percent. Logs of borings performed for the preliminary bridge report should also be reported in the preliminary geotechnical report on the Subsurface Logs for Preliminary Geotechnical Report - Form M-42 and are to be repeated on Preliminary Bridge Information - Form T-378 along with the other requested information on that form. Results of the fertility tests will be distributed by the Laboratory in accordance with Laboratory Testing. Cores are the preferred form of sample since identification may be influenced by laminations or fissility and since cyclic lithologies could be misrepresented by composite samples. If 50% or more of the original weight is lost in solution by treatment with acid, the material will be classified as limestone or dolomite, both of which are Class C material. If less than 50% dissolves, the material will be classed as sand or shale, pending the results of the sieve test.
If 50% or more of the insoluble material is larger than #270 sieve, it will be classed as sand.
If more than 50% of the insoluble residue is smaller than #270 sieve, the material will be classed as shale.
The sample as received is split or reduced to yield a representative working sample weighing 3 to 4 lbs. This sample is put through a small jaw type crusher to reduce the maximum particle size to passing #4 sieve.
The passing #4 sieve material is split on a sand splitter several times in order to obtain a representative sample weighing approximately 300 grams. Weigh approximately 100 grams of the appropriate sample in a 2000 milliliter beaker and record to the nearest 0.1 gram. When the addition of concentrated HCI no longer increases the rate of reaction, dilute sample to 1400 milliliters with DI water and stir. After a minimum of 3 hours, carefully siphon liquid from the beaker to an approximate 250 ml mark on the beaker using an aspiration system. If more than 50 percent of the original weight remains undissolved at the completion of the addition of HCL, the insoluble residue shall be used to determine the grain size. If more than 50% of the insoluble residue passes the #270 sieve, the sample is to be classified as a shale. The Geotechnical Section will determine the rock type identification to be submitted by letter to the District Engineer. Restraining loads are to be based on the anticipated load on the soil in place in the subgrade.
A summary of test data is normally to be included as an attachment to the reports of special investigations.
The title itself is encapsulated by a grey box, which gives the page a stylish look in my opinion. Furthermore, no special packages have been used: color for the colored box and fix-cm to define custom fantasizes.
It is not a very complicated LaTeX document either, but because of the clean look of it I find it worthy to post it here. Inspiration was gained from books, where section headers are mostly following by a horizontal rule. The Stratigraphic Succession in Missouri and subsequent publications of the Missouri DNR, Division of Geology and Land Survey shall be used as guides to stratigraphic identification.

Except in extraordinary circumstances, samples should be obtained from multiple (3 or more) representative locations and from each cut where depth of soil is 10 ft.
Samples should weigh about 1 lb (0.5 kg) and be shipped in small canvas sacks with plastic liners. Slopes should be no steeper than those shown in the Guide for Slope Recommendations and justification should be furnished for flatter or steeper slope recommendations. See also paragraph (i) concerning placement of select granular materials for pavement drainage purposes. The preliminary geotechnical report should include a statement concerning whether the quantity of select granular fill available on the job site is adequate, of appropriate quality, and located such that it could reasonably be placed as the top two feet (600 mm) of subgrade material.
Descriptive and interpretive comments, including the geologic origin of soils, shall be placed in the remarks section (recommendations are to be placed only in the text of the letter).
Preliminary Bridge Information - Form T-378 has a different distribution than the preliminary geotechnical report and is to be reported separately. Tests to be performed, as applicable, may include microscopic examination and grain size count, mechanical analysis after degradation, insoluble residue determination and chemical analysis. The newsletter contains a fancy font for headings and some newly defined environments for the different sections of the newsletter. No rocket science was needed to make this one, but I never saw it before so it's worth posting it ;-) And title pages are important to give your reader(s) a good first impression. I also gave the document a somewhat modern look by giving color to the section headers, title and abstract. I really like this since you can now build your slides without any knowledge on the beamer class. When the quantity of rock on a job is less than is necessary, but would be a significant portion of that needed, a general estimate of that proportion should also be given in the preliminary geotechnical report. Class A materials other than soils may also be summarized on the Summary for Preliminary Geotechnical Report - Form M-41.
Fertility tests of soils shall be performed according to the methods set forth in "Soil Testing in Missouri", September 1973, by the Agronomy Department of the University of Missouri. The test report will indicate where samples may be subject to more than one interpretation of identification. Therefore, I stripped down the code that was given in the PracTeX journal and created the following presentation slides template. The section titles are adjusted with the sect sty package: the fonts of the titles are changed to scshape, giving it a neat look in my eyes. Borrow areas other than roadway cuts shall be similarly sampled in detail to define the range of properties of the material to be borrowed.
This is normally only practical with assured sources of select borrow which are readily distinguishable from less desirable materials. Rock fill from sources other than the roadway balance should also be considered if within reasonable proximity to the job. The soil shrinkage factor to be reported on this sheet is the ratio of maximum dry density, determined from the moisture-density relations test, to the natural dry density. And now I'd like to share this template with you, as I can imagine I'm not the only one that had a problem like this. The TeX code in the preamble might seem complicated but when you look closer it really isn't! Classification samples shall be packaged in plastic bags, tied, and double packaged in heavy Kraft paper bags. This will be only one consideration for designers in estimating a balance shrinkage factor for the project.
Alternately, samples may be packaged and shipped in small canvas sacks with plastic liners. Moisture samples shall be sealed in airtight containers for moisture determination in the district Operations Laboratory.

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