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Missouri Department of Transportation

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MoDOT Report Series


Annual Reports (Research Section)

FY1997, 2001-2010

Archaeological Investigations/Site Reports

Prepared for and published by Historic Preservation Section

MoDOT Job no.
Year
Title Author(s)
J6I1248
2014

Data Recovery Investigations of the Elizabeth Pfeifer Site (23SL2328) and the West Papin Site (23SL2329): Insights into an Early 20th Century Working Class Neighborhood, City of St. Louis, Missouri

Research Report #677 (pdf, 458 pages, 23.2 MB)

Robin Machiran and Joe Harl, principal investigators (Archaeological Research Center of St. Louis Inc.)
J6I1667
2008

Below the Surface: Excavation of the Walsh's Row Site (23SL2234), St. Louis City, Missouri

Final Report (pdf, 207 pages, 29.6 MB)

Michael J. Meyer and David C. Austin (MoDOT Historic Preservation Section)

J3P0424B

J3P0423B

2008

Archaeological Investigations Within the Proposed U.S. 61 Corridor North of Canton in Lewis and Clark Counties, Missouri (Job Numbers J3P0424B and J3P0423B). Volume I: Background, Research Design, Methods, and Site Summaries

Report (pdf, 368 pages, 13.3 MB)

Andrew P. Bradbury, Andrew V. Martin, and Steven D. Creasman (Cultural Resource Analysts, Inc.)
23CO499
2008

The Stauffer Site, 23CO499: a Late Archaic campsite and Late Woodland Residential Site in Central Missouri

Report (pdf, 236 pages, 25.3 MB)

Robert J. Hoard and Aaron A. Anglen  (MoDOT Historic Preservation Section)
J60876F
2008

Phase III Archaeological Data Recovery, J.J. Wilson Site, 23JE787, Jefferson County, Missouri. Vol. 1, Narrative Report

Final Report (pdf, 330 pages, 6.5 MB)

Larry McKee (TRC)
J2P0639
2004

Data recovery investigations at the Galbraith site (23LF138): an historic farmstead in Lafayette County, Missouri

Research Report #241 (pdf, 477 pages, 22 MB)

Dennis Naglich and Joe Harl, principal investigators (Archaeological Research Center of St. Louis Inc.)
J0S0349B
2001

An Evaluation of the North Lilbourn Group, Delmo Farm Labor Homes Project, on Route D in New Madrid County, Missouri

Report (pdf, 87 pages, 50.0 MB)

Michael J. Meyer (MoDOT Cultural Resources Section)

Bridge (Historic) Mitigation Reports

Prepared and published by Historic Preservation Section

All Reports | Index | Bridge History page

Fraser Historic Bridge Inventory (1996)

Historical

Pertains to DOT/commission organizational history or early road history

Research Reports. Current Series

All available in Innovation Library

CMR 12-001 to present (2012 to present)

OR 05-008 to OR 11-017 (2005-2011)

RDT 99-006 to RDT 05-008 (1999-2005)

For Brief, SS and ORB series, see newsletter index

Research Reports. Field Office Investigations Series

Prepared by Construction & Materials Division

Series no.
Year
Title MoDOT Library call no.
1997
Evaluation of the binder ignition system method TA455.A7 N48 1997
88-06
1989
Investigation of cement-fly ash-water grout undersealing TE278 .M577 1989
89-17
1989
Type I-B and I-C mixtures laid in 1989 : materials field office investigation 89-17 TE270 .T97 1989
2013
A Performance Comparison of Asphalt Mixtures Modified with Hydrated Lime, Polymer Modified Binder and Reclaimed Asphalt Shingles (RAS) On Route 50 Moniteau, Morgan and Pettis Counties. Field Office Investigation CM 11-02. MoDOT report no. cmr13-011 Online only
2013
Asphalt Mixture Cold Temperature Performance Using the Bending Beam Rheometer (BBR). Field Office Investigation CM 12-01. MoDOT report no. cmr13-012 Online only


Research Reports. Other Series (by Job Number)

MoDOT Job no.
Year
Title MoDOT Library call no.
J8S0331 1995

Vibration monitoring and control of blasting associated with the relocation of Highway H, Green[e] County, Missouri

Main report (pdf, 32 pages, 1.4 MB)

Appendices A-F (pdf, 353 pages, 10 MB)

Online only

Note: Published for MoDOT

Research Reports. MR Report Series

Published by Missouri State Highway and Transportation Dept. Division of Materials and Research

Series no.
Year Title MoDOT Library call no.
MR87-1 1987 Study of use, durability, and cost of corrugated steel pipe on the Missouri Highway and Transportation Department's highway system TE213 .S783 1987 3 c.
MR87-2 1988 Full-scale crash tests on plastic drums with Type III object markers TE228 .F86 1988
MR89-1 1990 Laboratory Determination of Resilient Modulus of Missouri Subgrade Soils; Phase I: Equipment, Personnel and Testing Requirements TE208 .L33 1990 2 c.
MR90-1 1990 Field evaluation of nuclear moisture-density gauges TE270 .F54 1990 2 c.
MR91-1 1990 Life expectancy determination of zinc-coated corrugated steel and reinforced concrete pipe used in Missouri TE213 .L54 1990 2 c.
MR93-1 1993 Evaluation of a revised five-hour cycle using ASTM C 666, procedure B TE250 .M57 1993 2 c.

Research Reports. MCHRP Report Series

Published through Missouri Cooperative Highway Program 1966-1997

Series no. Title MoDOT Library call no. (no. of copies not noted)
62-1 A study of deterioration in concrete bridge decks : final report TE 5092.M8A3 no.62-1
66-1A
66-1B
Research procedural manual : contract research TE 5092.M8A3 no.66-1A + B
66-8 Estimates of the impact of sign and billboard removal under the Highway Beautification Act of 1965. Digital copy only
67-1 Missouri traffic laws and the uniform vehicle code TE 5092.M8 A3 no.67-1 (haven't scanned yet due to size)
67-2 Deflections of prestressed concrete beams TE 5092.M8A3 no.67-2
67-3

Creep recovery and creep of preshrunk concrete (1967)

TE 5092.M8A3 no.67-3
67-3A Creep recovery and creep of preshrunk concrete (1965) TE 5092.M8A3 no.67-3A
67-4 Sixth Street Freeway Traffic Study. Phase II. NOT HELD
67-5 Effects of reactive carbonate aggregates on the durability of laboratory concrete specimens TE 5092.M8A3 no.67-5
67-6 Alkali reactivity of carbonate rocks in Missouri TE 5092.M8A3 no.67-6
67-7 Design of shear connectors in composite concrete-steel bridges TE 5092.M8A3 no.67-7
67-8 Creep and creep recovery for plain concrete TE 5092.M8A3 no.67-8
67-9 Time-dependent deflection of a box girder bridge TE 5092.M8A3 no.67-9
68-1 Shear connections in haunched composite members TE 5092.M8A3 no.68-1
68-2 Magnitude and frequency of Missouri floods TE 5092.M8A3 no.68-2
68-3 Composite beam tests with high-strength bolt shear connectors TE 5092.M8 A3 no.68-3
68-5 Bibliography of composite concrete-steel beams TE 5092.M8 A3 no.68-5
68-6 Behavior of stud shear connectors in lightweight and normal-weight concrete NOT HELD
68-7 Pushout tests with high strength bolt shear connectors TE 5092.M8 A3 no.68-7
68-8 Investigation of a prestressed-precast bridge system TE 5092.M8 A3 no.68-8
68-9 Model study of the proposed precast-prestressed bridge system TE 5092.M8 A3 no.68-9
68-10 1967 freeway surveillance studies : Southeast Freeway-Kansas City, Missouri TE 5092.M8A3 no.68-10
68-11 1967 freeway surveillance studies, Mark Twain Expressway-St. Louis, Missouri TE 5092.M8 A3 no.68-11
68-14 Model study of the proposed precast-prestressed bridge system TE 5092.M8 A3 no.68-14
68-15 Creep and shrinkage of eccentrically loaded prisms TE 5092.M8 A3 no.68-15
69-1 Economic evaluation of the proposed precast-prestressed bridge system TE 5092.M8 A3 no.69-1
69-2 Study of a proposed precast-prestressed composite bridge system TE 5092.M8 A3 no.69-2
69-3 Static behavior in the negative-moment region of composite beams using bolts as shear connectors TE 5092.M8 A3 no.69-3
69-4 Composite bridge stringers : Study 63-2 final report TE 5092.M8 A3 no.69-4
69-5 Missouri Cooperative Highway Research Program procedural manual Digital copy only
69-7 Evaluation of lime and phosphoric acid stabilization in Missouri : Route 169, Gentry County : Study 63-1 TE 5092.M8 A3 no.69-7
69-9 An evaluation of the 1965 highway capacity manual method of computing intersection capacities TE 5092.M8 A3 no.69-9
69-10 Dome Effects of Pavement Edge Lines on Driver Behavior. Study 68-5. TE 5092.M8 A3 no.69-10
69-11 Platoon dispersion at selected distances from signalized intersections. Study 68-6. TE 5092.M8 A3 no.69-11
69-12 Computer Programs to Detect Collusive Bidding on Public Contracts. NOT HELD
70-1 Static and fatigue behavior of continuous-composite beams with high-strength bolts as shear connectors TE 5092.M8 A3 no.70-1
70-2 Static and fatigue properties of high-strength bolt shear connectors : Study 68-4, final report TE 5092.M8 A3 no.70-2
70-3 Investigation of paints and glass beads used in traffic delineation markings : phase I : evaluation of a Missouri dispersion resin-varnish type paint and a chlorinated rubber-alkyd paint under field conditions TE 5092.M8 A3 no.70-3
70-5 Freeway surveillance studies : 1969 annual report : Study 68-1 TE 5092.M8 A3 no.70-5
70-9 An Analysis of Traffic Operation on the Mark Twain Expressway at I-270 in St. Louis County. TE 5092.M8 A3 no.70-9
71-1 Time-dependent deformations of concrete : Study 60-2 TE 5092.M8 A3 no.71-1
71-2 An analysis of traffic operation on the westbound lanes of interstate route 70 between Kingshighway Boulevard and Lucas-Hunt Road : Study 70-2 TE 5092.M8 A3 no.71-2
71-3 Investigation of "D" cracking in PCC pavements : Laboratory phase 1 TE 5092.M8 A3 no.71-3
71-4; 72-8 Investigation of paints and glass beads used in traffic delineation markings : phase 2 : evaluation of high heat traffic delineation paints under field conditions TE 5092.M8 A3 no.71-4
71-4A Investigation of paints and glass beads used in traffic delineation markings : addendum to phase 2 report : evaluation of high heat traffic delineation paints under field conditions : Study 69-6 TE 5092.M8 A3 no.71-4A
71-5 An Investigation of the Behavior of a Three-Span Composite Highway Bridge--Study 71-4. TE 5092.M8 A3 no.71-5
71-6 Freeway accidents and levels of service NOT HELD
71-9 Moisture, density and slope requirements in high fills. TE 5092.M8 A3 no.71-9
72-1 Effects of shoring composite U-beam members : Study number 71-3 TE 5092.M8 A3 no.72-1
72-2 Correlation of a portable skid tester with the Missouri skid trailer. TE 5092.M8 A3 no.72-2
72-3 Review of hydraulic and drainage design criteria : Study 71-10. TE 5092.M8 A3 no.72-3
72-4 Investigation of "D" cracking in PCC pavements, study 68-3 : Laboratory phase 2 TE 5092.M8 A3 no.72-4
72-6 Right turn on red. TE5092.M8 A3 no.72-6
72-8 Investigation of paints and glass beads used in traffic delineation markings. Phase 3, Evaluation of glass beads with cold and hot applied traffic delineation paints under actual centerline conditions TE 5092.M8 A3 no.72-8
72-9 An investigation of design criteria for stresses induced by semi-integral end bents: Phase 1. Feasibility study. NOT HELD
73-1 Fatigue test of a three-span composite highway bridge : study 73-1 TE 5092.M8 A3 no.73-1
73-3 An investigation of skid resistance in Missouri. TE 5092.M8 A3 no.73-3
73-5A Bond of untensioned prestress strand, TE 5092.M8 A3 no.73-5A
73-5C End connections of pretensioned I-beam bridges TE 5092.M8 A3 no.73-5C
74-1 Development of design criteria for cut slopes in loess : final report TE 5092.M8 A3 no.74-1
74-2 Field evaluation of a direct transmission type nuclear moisture-density gauge TE 5092.M8 A3 no.74-2
74-3 A portable self-monitoring instrument for load history studies TE 5092.M8 A3 no.74-3
74-4 An investigation of skid resistant asphaltic mix designs : final report TE 5092.M8 A3 no.74-4

74-5

 

74-4/74-5

interim

An investigation of the durability of skid resistance of wire combed PCC pavement surfaces

An investigation of the durability of the skid resistance of wire combed PCC pavement surfaces, Study 74-5, and An investigation of skid resistant asphaltic mix designs, Study 74-4 : description of projects and summary of test data though 1974

TE 5092.M8 A3 no.74-5

 

TE 5092.M8 A3 1974

75-1 Strength and drainage properties of a rocky residual soil TE 5092.M8 A3 no.75-1
75-2 Thermal stresses induced in a composite model bridge structure : prepared for Missouri State Highway Dept. TE 5092.M8 A3 no.75-2
76-1 Evaluation of a one-point compaction test for Missouri soils : final report TE 5092.M8 A3 no.76-1
76-2 Investigation of bridge deck protection systems TE 5092.M8 A3 no.76-2
76-3 Vegetation control on roadsides and similar areas : study 69-2 TE 5092.M8 A3 no.76-3
77-1 Behavior of untensioned-bonded prestressing strand TE5092.M8A3 no.77-1
77-2 Loss of bolt tension in steel bridges TE 5092.M8 A3 no.77-2
77-5 Investigation of D-cracking in Portland cement concrete pavements : Phase 3, final report, study no. 68-3 TE 5092.M8 A3 no.77-5
78-1 Investigation of roadway design variables to reduce D-cracking TE 5092.M8 A3 no.78-1
78-1A Investigation of roadway design variables to reduce D-cracking : 15-year status report TE 5092.M8 A3 no.78-1A
78-2 Relation of toughness test values to fatigue cracking in bridges Digital copy only
78-3 An investigation of frictional properties on wire combed PCC pavement surfaces TE 5092.M8 A3 no.78-3
79-1 An Investigation of the engineering properties of three problem earth materials : final report TE 5092.M8 A3 no.79-1
79-2 Evaluation of the point load test for rock TE 5092.M8 A3 no.79-2
80-2 Development of a system for photography of underground openings through drilled holes TE 5092.M8 A3 no.80-2
81-1 Evaluation of the effectiveness of various vegetative covers in controlling slope distress TE 5092.M8 A3 no.81-1
81-2 Waste products in Missouri with potential highway application TE 5092.M8 A3 no.81-2
81-3 Investigation of erosion control materials for ditches in highway corridors in Missouri TE 5092.M8 A3 no.81-3
81-4 Investigation of erosion control materials for slopes in highway corridors in Missouri TE 5092.M8 A3 no.81-4
81-5 to 81-7 Factoring land severance damages : relocated highways TE 5092.M8 A3 no.81-5 to 81-7

83-1

Addendum

Performance of latex modified and low slump concrete overlays on bridge decks

Addendum report: Survey results of structures after 9 to 13 years of service

TE 5092.M8 A3 no.83-1 + sup.

84-1 Evaluation of air-void system in PCCP with different nominal sizes of coarse aggregate : final report TE 5092.M8 A3 no.84-1
84-2 Influence of design characteristics on concrete durability TE 5092.M8 A3 no.84-2
84-3 Freeze and thaw durability of fly ash concrete TE 5092.M8 A3 no.84-3
86-1 Evaluation of concrete and aggregate durability test : Study 86-1 TE 5092.M8 A3 no.86-1
Unnumbered Evaluation of slide stabilization by lime-fly ash slurry pressure injection TE 5092.M8A3 1986
87-3 Methods of establishing wildflowers on Missouri highway rights-of-way TE 5092.M8 A3 no.87-3
87-4 Testing and evaluation of Missouri thrie-beam bridge rail system and transition TE 5092.M8 A3 no.87-4
88-1 Evaluation of nuclear asphalt content gauges TE 5092.M8 A3 no.88-1
88-3 Evaluation of moisture damage in asphalt mixtures by Tunnicliff and Root procedure (NCHRP 274) TE 5092.M8 A3 no.88-3
89-2 Evaluation of wearing surface systems for orthotropic steel-plate-bridge decks TE 5092.M8 A3 no.89-2
90-1 Density of thin lift bituminous mixtures by nuclear methods TE 5092.M8 A3 no.90-1
90-4 Determination of AASHTO drainage coefficients TE 5092.M8 A3 no.90-4
90-5 Determination of AASHTO layer coefficients. TE 5092.M8 A3 no.90-5
91-1 Load rating steel and concrete girder bridges in Missouri TE 5092.M8 A3 no.91-1
91-2 Guidelines for guard rail installation on embankments and at bridge ends : low volume roads in Missouri TE 5092.M8 A3 no.91-2
92-1 Prioritizing improvements to two-lane highways / by Mark R. Virkler (Department of Civil Engineering, University of Missouri-Columbia) ... [et al.]. TE5092.M8A3 no.92-1
92-2 Scupper interception efficiency TE 5092.M8 A3 no.92-2
92-5

Application of polymer concrete wearing surface on the Poplar Street Bridge deck: construction report

Performance of polymer concrete wearing surface system on the Poplar Street Bridge: Inspection report I | Inspection report II | Inspection report III | Inspection report IV

TE 5092.M8 A3 no.92-5 + pt.1, pt. 2, pt. 3

93-1 Inelastic design and experimental testing of compact and noncompact steel girder bridges TE 5092.M8 A3 no.93-1
94-1 Planning and design procedures for signalized intersections TE 24.M8 A4 no.94-1
97-4

Longitudinal restraint response of existing bridge bearings (see RDT brief or TRR 1624, p. 28-35 article)

TE5092.M8 A3 no.97-4

Research Reports. Research Investigations Series

Prepared by Construction & Materials Division

RI no. Year Title MoDOT Library call no.

34-2 (All)

1934

Tests of various highway guard rails

Report (pdf, 55 pages, 30.2 MB)

Additional photos (pdf, 58 pages, 8.4 MB)

Video (mp4, approx. 34 minutes, 2 GB)

TE228 .T478m 1934 + digital copy
34-3 1936 Vibrating pan type of finishing machine for concrete pavements TA 439 .M577 1936 + digital copy
53-22 1956 Report of an investigation of the effect of certain constituent materials of Bethany Falls coarse aggregate on some properties of concrete HE356.M8 1956 2 c. + digital copy
59-1 1965 Beneficiating shale contaminated limestone by heavy media separation TA428.L5M8 1965 2 c. + digital copy
59-2A 1965 A study of deterioration in concrete bridge decks (progress report) TG325.6 S78 1965 2 c. + digital copy
72-3 1972 Freeze and thaw test of Chouteau limestone TE278 .M566 1972 + digital copy
74-31 1974 Salt-scale freeze and thaw tests of low slump concrete TG335 .S35 1974 + digital copy
80-5 1980 1980 field survey of underdeck cracking of bridge decks placed on prestressed concrete girders (built 1976-1980) TG325.6 .M577 1980 + digital copy

    

MoDOTResearch@modot.mo.gov

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