SHRP 2 Benchmarking Recommendations Group 2A …

Timeframe Priority: Available Resource : Funding Available Estimated Cost Implement SHRP 2 Benchmarking Recommendations Group 2A & 2B Timeframe = Short term 0-12 months; Medium Term 1 - 5 years; Long term over 5 years

HIGHWAY PLAN READING MANUAL - Ohio …

The Construction and Material Specifications The Supplemental Specifications The CADD Engineering Standards Manual ... Highway Plan Reading Manual …

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RETROFIT OF EXISTING REINFORCED CONCRETE …

RETROFIT OF EXISTING REINFORCED CONCRETE BRIDGES WITH FIBER REINFORCED POLYMER COMPOSITES by Bahram M. Shahrooz Serpil Boy Report No. UC-CII 01/01

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ODOT DESIGN BUILD SCOPE OF SERVICES OHIO …

Page 3 Time: To be determined 3 ADDENDA PROCESS Direct all questions prior to the letting date to the following Pre-Bid Website (use submittal form):

Township Road Crashes by Severity Athens County - …

U n k n o w n N o r f o l kD S o u t h e r n I C o r p o r a t i o n L U H R I G R D (T R-2 4 2) (T R - 4 3 8 ) L A V E L E R D ( T R - 2 4 1) P E A C H R ID G E R D (TR-2 1 3) P O R T E R R D (T R-2 4 5) L E M A S TER RD (TR -

  E e l, N n o, O n l

LRFD Steel Design - Pages

LRFD Steel Design AASHTO LRFD Bridge Design Specification Slide Shows ... “Bridge Engineering Handbook,” Wai-Faf Chen and Lian Duan, 1999, CRC Press ... Structural Analysis and Evaluation 5. Concrete Structures 6. Steel Structures 7. Aluminum Structures 8. Wood Structures

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Ohio Department of Transportation • News Release

Ohio Department of Transportation • News Release DISTRICT 4 • ANTHONY M. URANKAR, DEPUTY DIRECTOR 2088 S. Arlington Road. • Akron, Ohio 44306 www.transportation ...

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7 Interacting with the Public - Pages

11/20/2017 1 Interacting With the Public Communication Difficult Personalities Unfriendly Situations Communication

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Township Road Crashes by Severity Allen County - …

U n k n o w n U n k n o w n U n k n o w n E H OK WAL TZ RD ( -87) E STATE RD (T -84) MILLE R R ) 9D (T -180) R A M S E Y T H A R D R (T R …

  County

2018 County Road High Crash Locations Van wert …

(TR-156) R d 2 8) (T R-2 8) D u l l r o b i n s o n R D (T R-6 9) C o n v e r s e r o s e l m D R D (T R-1 9 7) Van we rt m e co li n RD (T -18) L a r e R D (T R-3 7 J o h n b r o w n R (T R-8 3) (T R-9 5) B e r g n e r R

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Part 4 COMPACTION TESTING - Missouri S&T

Compaction tests results vary with the input compactive effort, usually measured in foot -pounds per cubic foot of soil. The line of optimum moisture contents is usually around 85% saturation and the optimum moisture content decreases with increasing compactive effort. Which Test Are You Using? Standard Proctor 12,400 ft -lbs/ft. 3

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Chapter 5 Parking Lot Design - Home - APAI

future flora growth. Grading and compaction of the area should be completed so as to eliminate yielding or pumping of the soil. The subgrade should be compacted to a uniform density of 95 percent of the maximum density. This should be determined in accordance with Standard Proctor density (Test Method 103). The compaction require-

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BULLETIN - JM Eagle

If bedding falls on the borderline between two compaction categories, select lower E’ value or average the two values. Percentage Proctor based on laboratory maximum dry density from test standards using about 12,500 ft-lb/cu ft (598,000 J/m 3 ) (ASTM D 698, AASHTO T-99, USBR Designation E-11).

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TEST METHOD FOR EARTHWORK COMPACTION CONTROL …

The details included in this test method are for use with the Standard Proctor Test. 2. SUMMARY OF METHOD The test consists of the following steps which are explained in the test procedure: ... Form SM 418b is used for recording compaction test data. Refer to this form in Appendix F. Form SM 418b uses US Customary Units (lbs.) for recording the ...

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4 Results: California Bearing Ratio (CBR)

a standard proctor test. Untreated compacted soil specimens (without chemical additives) of tertiary clay, organic silt, and weathered soil, compacted at optimum water content, had CBR-values of 4.6, 3.2, and 5.4%, respectively. CBR-values of untreated compacted soils need to

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Copy of Swimming Pools outline - Florida Building

Check compaction – 90% Modified Proctor R506.2.4 Joints Concrete slabs on ground should have joints unless they contain: Synthetic fiber reinforcement (½ – 2" in length in dosage amounts of 0.75 to 1.5 lb/yd³) or 0.5 to 1.5 lb/yd3 (see code language below)

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SPECIFICATIONS FOR SUPPLYING AND PLACING BACKFILL

Standard Proctor ASTM D 698 MRB-A213 Sand Equivalent ASTM D 2419 AASHTO T176 MRB-A215 Coarse Aggregate Only: Crush Count ASTM D 5821 MRB-A203 One test per hour of production or as directed by the Engineer. Shale Content MRB-A208 Flakiness Index MRB-A216 Micro-Deval CSA A23.2-29A ASTM D 6928 MRB-A214

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HDPE PRODUCTS - JC Smith Inc

stiffness at a given compaction and requires greater compactive effort to provide a given level of soil stiffness. 3. All acceptable back ll materials are not presented here. See ASTM D2321 for a complete listing of classi cations. 4. Results based on the AASHTO LRFD design method using zero hydrostatic pressure and a soil density of 120 pcf.

  Compaction