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Difference between revisions of "Category:1026 Reinforced Concrete Culvert Pipe"
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==1026.4 Report (Records)==
The manufacturer is required to notify MoDOT of impending shipments by contacting Materials in the district responsible for their plant and providing the information required by the Pipe Shipping Report Form |[[Media: 106.15.2.pdf|General Section 17 Form 2]]. Construction and Materials will be notified by shippers [[Media: 106.15.1.pdf|General Section 17 Form 1]] that are out-of-state and are not routinely visited by district Materials. This information will allow MoDOT to track the material, obtain samples, and perform Quality Assurance inspection as necessary.
The manufacturer is required to notify MoDOT of impending shipments by contacting Materials in the district responsible for their plant and providing the information required by the Pipe Shipping Report Form [[Media: 106.15.2.pdf|General Section 17 Form 2]]. Construction and Materials will be notified by shippers [[Media: 106.15.1.pdf|General Section 17 Form 1]] that are out-of-state and are not routinely visited by district Materials. This information will allow MoDOT to track the material, obtain samples, and perform Quality Assurance inspection as necessary.
A SiteManager sample record shall be created for each size and class of pipe in each shipment.
Approved and Pre-Qualified List
Qualified Fabricators of Reinforced Concrete Culvert Pipe
MGS Information
Current General Services Specifications (MGS) By Subject
This article establishes procedures for inspecting reinforced concrete pipe and the approval of modified or special designs for reinforced concrete pipe. Refer to Sec 1026 for MoDOT's specifications. The Reinforced Concrete Pipe (RCP) Inspection Guide and Laboratory Testing Guidelines for Sec 1026 are also available.
1 1026.1 Apparatus
2 1026.2 Procedure
2.1 1026.2.1 Reinforced Concrete Culvert Storm Drain and Sewer Pipe
2.1.1 Manufacturer Approval
2.2 1026.2.2 Material
2.2.1 1026.2.2.1 Fine and Coarse Aggregate
2.2.2 1026.2.2.2 Cement
2.2.3 1026.2.2.3 Cement Mixture
2.2.4 1026.2.2.4 Steel Reinforcement
2.3 1026.2.3 Identification Marking
2.4 1026.2.4 Random Sampling
2.4.1 1026.2.4.1 Cement Samples
2.4.2 1026.2.4.2 Fly Ash Samples
2.4.3 1026.2.4.3 Reinforcing Steel
2.5 1026.2.5 Field Inspection and Testing for Acceptance
2.5.1 1026.2.5.1 Three-Edge Bearing Test
2.5.2 1026.2.5.2 Compressive Strength Test
2.5.3 1026.2.5.3 Absorption Test
2.6 1026.2.6 Fabrication
2.6.1 1026.2.6.1 Design
2.6.2 1026.2.6.2 Placing Reinforcement
2.6.2.1 1026.2.6.2.1 Circumferential Reinforcement
2.6.2.2 1026.2.6.2.2 Longitudinal Reinforcement
2.6.2.3 1026.2.6.2.3 Laps, Welds and Spacing
2.6.3 1026.2.6.3 Concrete
2.6.3.1 1026.2.6.3.1 Placement of Concrete
2.6.3.2 1026.2.6.3.2 Curing
2.6.4 1026.2.6.4 Permissible Variations
2.6.4.1 1026.2.6.4.1 Dimensions
2.6.4.2 1026.2.6.4.2 Position of the Reinforcement
2.6.4.3 1026.2.6.4.3 Area of Reinforcement
2.6.4.4 1026.2.6.4.4 Laying Length
2.6.4.5 1026.2.6.4.5 Finish
2.6.5 1026.2.6.5 Repairs
3 1026.3 Special or Modified Designs
4 1026.4 Report (Records)
5 1026.5 Tables
5.1 Table 1026.5.1 Diameter Dimensional Tolerances (English)
5.2 Table 1026.5.2 Diameter Dimensional Tolerances (Metric)
5.3 Table 1026.5.3 Permissible Variations in Laying Length of Two Opposite Sides of Pipe (English)
5.4 Table 1026.5.4 Permissible Variations in Laying Length of Two Opposite Sides of Pipe (Metric)
6 1026.6 Report of Tests on Concrete Pipe
6.1 1026.6.1 Example of a Report of Tests on Concrete Pipe
6.2 1026.6.2 Report of Tests on Concrete Pipe
1026.1 Apparatus
(a) Micrometer capable of measuring to 0.0001 in. (0.00254 mm) and accurate to within at least 0.001 in. (0.0254 mm).
(b) Leaf gauge 0.01 in. (250 μm) in thickness, ground to a point 1/16 in. (1580 μm) wide and tapered 1/4 in. (250 μm) per in.
(c) Rule with suitable graduations to accurately measure the material to be inspected.
(d) Weather-resistant marking materials.
(e) The Reinforced Concrete Culvert Pipe (RCP) Inspection Guide.
1026.2 Procedure
1026.2.1 Reinforced Concrete Culvert Storm Drain and Sewer Pipe
Pipe manufactured according to Sec 1026 shall be of five classes identified as Class I, Class II, Class III, Class IV and Class V. The corresponding design requirements are specified in Tables 1 through 5 of AASHTO M 170. Two separate and alternate basis of acceptance of concrete pipe are allowed by the specifications. Method No. 1 requires a three-edge bearing test, approval of materials incorporated into the pipe, absorption tests and visual examination of the finished pipe. Method No. 2 requires approval of materials incorporated into the pipe, compressive tests on cores or cylinders, absorption tests and inspection of the finished pipe including quantity and placement of reinforcement. These two alternate methods are the means of inspection for acceptance; however, all pipe shall be in accordance with Sec 1026. For instance, concrete cylinders may be made and tested to verify concrete design compressive strength even though Method No. 1 is being used as a basis for acceptance.
Metal and Concrete Pipe
Report 2008
See also: Innovation Library
Manufacturer Approval
Prior to acceptance of reinforced concrete culvert pipe, the manufacturer shall have furnished Construction and Materials a statement certifying that the quality control procedures at the plant meet the requirements of the American Concrete Pipe Association (ACPA) Compliance Audit and Certification Program or an alternate quality control program approved by Construction and Materials, a list of material used in fabrication, and a statement guaranteeing that all material used in fabrication will be in accordance with the applicable specification.
A list of those manufacturers who have filed acceptable documents is shown in Qualified Fabricators of Reinforced Concrete Culvert Pipe.
If the manufacturer is found falsifying documentation, Construction and Materials is to be notified immediately for removal of that manufacturer or plant from the approved list.
1026.2.2 Material
1026.2.2.1 Fine and Coarse Aggregate
Fine and coarse aggregate shall be in accordance with Sec 1005, except that requirements for gradation and percent passing the No. 200 (75 μm) sieve shall not apply.
Fine aggregate and coarse aggregate are defined as:
(a) Fine Aggregate - aggregate passing the 3/8 in. (9.5 mm) sieve and almost entirely passing the No. 4 (4.75 mm) sieve and predominantly retained on the No. 200 (75 μm) sieve or as that portion of an aggregate passing the No. 4 (4.75 mm) sieve and retained on the No. 200 (75 μm) sieve, and;
(b) Coarse Aggregate - aggregate predominantly retained on the No. 4 (4.75 mm) sieve or as that portion of an aggregate retained on the No. 4 (4.75 mm) sieve.
Fine and coarse aggregate are to be from approved sources of the type of material specified in Sec 1005 and shall meet the quality requirements of that specification, except that gradation requirements and percent passing the No. 200 (75 μm) sieve do not apply. The procedures for inspecting these aggregates are described in EPG 1001 General Requirements for Material and EPG 1005 Aggregate for Concrete. The aggregates may be inspected and reported at the source of manufacture or at the pipe manufacturing plant.
1026.2.2.2 Cement
Cement shall be in accordance with Sec 1019. Approved Class C or F fly ash may be used to replace a maximum of 25 percent of Type I or II cement on an equivalent weight (mass) basis. The district Construction and Materials Engineer is to establish files to reflect that cementitious materials used in the manufacture of concrete pipe for MoDOT projects were properly inspected.
The pipe manufacturer is required to maintain a file of bills of lading or delivery receipts of cementitious materials, showing the certification statements required, which are to be readily available to the inspector. Samples of cementitious materials shall be taken as shown below. If a pipe manufacturer is using more than one brand of cement or flyash, the samples should be taken alternately to cover different brands. Samples shall be placed in a canvas bag containing a plastic liner and shipped to the Central Laboratory. The sample is to be assigned a sample ID number and the associated sample record shall include the silo, truck or car number, manufacturer, and other pertinent information. The sample shall be submitted as "General".
1026.2.2.3 Cement Mixture
The concrete mixture is to be homogeneous throughout production. The pipe manufacturer is responsible for the mix design and proportioning with the restriction that a minimum of 470 pounds per cubic yard (280 kg/m3) of cementitious material is required. Admixtures may only be used with written approval of Construction and Materials. Admixtures not typically acceptable under the Standard Specifications may be used if approved. Approval of non-specification compliant admixtures requires the pipe manufacturer to obtain and hold a letter from the admixture supplier stating the admixture will not cause any negative affects when combined the other specific components and processes used by the pipe manufacturer. The inspector should be acquainted with production facilities and procedures. The inspector should verify that the concrete mix does contain not less than 470 pounds per cubic yard (280 kg/m3).
1026.2.2.4 Steel Reinforcement
Reinforcing steel for use in the manufacture of concrete pipe shall be in accordance with Sec 1036 and will be accepted according to EPG 106.1 Source of Supply and Quality Requirements. The pipe manufacturer shall use only PAL material. The material shall be reported by the pipe manufacturer using the PAL receiver form, GS-13 Form 2. The pipe manufacturer shall retain certification and mill test reports for 1 year and make them available to the inspector when requested.
Note that reinforcement of pipe wall may be either that specified under Circular Reinforcement or as under Elliptical Reinforcement. If the latter, special pipe marking is also required by Sec 1026.3.10.2.
1026.2.3 Identification Marking
The inside of each pipe section is to be clearly and permanently marked by the manufacturer, in accordance with AASHTO M 170, with the pipe class and specification designation, the date of manufacture, the name or trademark of the manufacturer, the identification of the plant, and the "Q Cast" stamp to certify that the pipe was produced at an ACPA certified plant or the identification of an alternate approved quality program.
One end of each section of pipe with elliptical reinforcement shall be clearly marked, during the process of manufacturing or immediately thereafter, on the inside and the outside of opposite wall along the minor axis of the elliptical reinforcement with the word "Top" or "Bottom" to designate the proper position when laid.
1026.2.4 Random Sampling
1026.2.4.1 Cement Samples
A sample weighing a minimum of 5 pounds (2 kg) shall be taken for approximately every 750 tons (680 Mg) of cement used for MoDOT projects or for every 30 production days on which pipe was produced for MoDOT projects, whichever occurs first.
1026.2.4.2 Fly Ash Samples
A sample weighing a minimum of 5 pounds (2 kg) shall be taken for approximately 200 tons (180 Mg) of fly ash used for MoDOT projects or for every 30 production days on which pipe was produced for MoDOT projects, whichever occurs first.
1026.2.4.3 Reinforcing Steel
When samples are obtained for testing, they shall be taken as described in EPG 1036 Reinforcing Steel for Concrete, except for Welded Wire Fabric. Welded wire to be sampled for Laboratory testing is to be field measured for size prior to sampling. Each circumferential wire across the width of the fabric is to be measured. The manufacturer may use over-sized wire in the fabrication of welded wire fabric, but not under-sized wire. The size differential shall not exceed one "W" size increment on sizes W8 and smaller and two "W" size increments on sizes larger than W8. "W" sizes referred to are those shown in AASHTO M32. In all cases where over-sizing exists, the fabric shall be identified and used as that originally ordered or offered for use. If the wire does not meet the specification requirements, it is not to be sampled and submitted to the Laboratory. It is to be rejected in the field unless measurements are such that Laboratory verification is needed. When verification is needed, it should be so stated on the identification sheet accompanying the sample. Samples of welded wire fabric representing each lot shall consist of two pieces of longitudinal wire not less than 24 in. (600 mm) in length. Samples of the transverse wires are not required. A lot of welded wire fabric is 25,000 sq. ft. (2300 sq.meter) or fraction thereof of one style of fabric with the same size wires and spacing. Regardless of the basis of acceptance of reinforcing steel for concrete pipe, it shall be field inspected for diameter and spacing of circumferential steel. The inspector is to examine laps and welds and, when required by Sec 1026, a representative sample shall be taken for testing of welded laps or butt welds. Such a sample shall consist of two pieces, each with a clear length of 12 in. (300 mm) either side of the weld and is to be taken at least once a year for each size of steel welded and each length of lap being used.
1026.2.5 Field Inspection and Testing for Acceptance
Field inspection shall be completed using the Reinforced Concrete Culvert Pipe (RCP) Inspection Guide.
Frequency of inspection shall be at the discretion of the engineer, but shall be performed at least every time a sample is obtained for laboratory testing.
The manufacturer shall specify in their application for placement on the qualified list to which standards their pipe is fabricated; English or metric. The standard fabrication units will be designated on the qualified list, EPG 106.1 Source of Supply and Quality Requirements, for each manufacturer. All measurements shall be made using the applicable units when determining compliance with specification.
Each length of concrete pipe is to be identified on the inside by the manufacturer by indenting on the pipe section or painting with waterproof paint the information required in EPG 1026.2.3 Identification Marking. Concrete pipe is to be inspected and reported as the class to which it was manufactured. The manufacturer shall be responsible for all markings.
Concrete pipe that has been rejected at the origin shall be marked on the outside vertical face of the bell with a single vertical mark and with a small, filled circle of orange paint on the inside of the barrel, in the bell end, near the class marking when possible. The pipe is subject to inspection and rejection at destination for any damage that may have occurred in handling. Pipe that is rejected at destination shall be marked in the same manner as pipe rejected at the origin. The inspector may choose to mark inspected pipe to prevent inspection of the same pipe more than once. The "MoDOT – OK" stamp may be used to mark inspected pipe but will not signify accepted pipe. Concrete pipe that has been tested only to the formation of the 0.01 in. (250 μm) crack requirement and is accepted for use shall be identified as such by stenciling or marking inside the bell end of the barrel, "Pipe Tested".
When gasketed concrete pipe is specified, the joints shall be Type A rubber gaskets conforming to the requirements of AASHTO M 198. The pipe shall be inspected as described in this article and in addition, the manufacturer shall make tests (in the presence of the inspector) in accordance with Sec 8 of AASHTO M 198 to demonstrate adequate performance. The manufacturer shall furnish a certification in triplicate that the physical and chemical properties of the gasket conform to all of the requirements of the specifications.
A visual examination of each length of pipe offered for inspection is to be made for workmanship. Individual sections of pipe may be rejected for:
(a) Fractures or cracks passing through the wall except for a single crack in the bell or spigot which does not extend into the barrel of the pipe.
(b) Defects that indicate imperfect proportioning, mixing, or molding. These defects may appear as non-uniform appearance such as concentrations of coarse aggregate or mortar and may be detected inside or outside the barrel. They may also appear as nonuniformity in lines or shape.
(c) Surface defects indicating honeycomb or open texture. This defect may appear inside or outside the barrel or in the bell or spigot. If surface defects are a common fault at a plant, it may be advantageous to require the pipe to be placed so the entire outside barrel can be inspected.
(d) Damages or unsatisfactory manufactured ends if such would prevent making a satisfactory joint. A small amount of surface exposure of steel may not be detrimental so long as the bell or spigot still has a smooth surface. Some honeycomb or open texture in the bell or spigot may be repairable. Chips from the bell or spigot of approximately 1/3 the depth of the joint may be tolerable, depending on extent of area affected.
If pipe is rejected for not being in accordance with specifications and the requirements set forth in the Reinforced Concrete Culvert Pipe (RCP) Inspection Guide, a letter documenting the failure shall be provided to the manufacturer, with a copy to Construction and Materials. The inspection guide used to inspect the rejected pipe shall be included with the letter to the manufacturer and Construction and Materials. The letter should include the location of the plant at which the failure occurred.
Visual examination of concrete pipe requires a great amount of judgment and care from the inspector. The inspector should attempt to apply the same degree of severity to a defect from day to day. If visual examination shows that proper care is not being taken in either the manufacture or handling of pipe, the manufacturer should be consulted as to possible permanent remedies of such faults.
The specified number of pipes required for tests shall be furnished without charge by the manufacturer, selected at random by the engineer, and shall be pipe that would not otherwise be rejected under the specifications. The selection will be made at the point or points designated by the engineer.
1026.2.5.1 Three-Edge Bearing Test
If a three-edge bearing test is used as the basis for acceptance, the frequency of testing shall be as described herein.
Frequency of Test to 0.01 in. Crack
Frequency of Test to Ultimate Load
Smaller than 66 in. 1 per 3000 ft., minimum of 1 per calendar year (each size and class) Discretion of the engineer, minimum of 1 per calendar year (each size)
66 in. or Larger 1 per 1000 ft. (all sizes and classes combined) Discretion of the engineer, minimum of 1 per calendar year (all sizes and classes combined)
Testing will not be required at plants where pipe of these diameters is not manufactured for MoDOT, nor will pipe of these diameters be required to be manufactured solely for the purpose of testing. A MoDOT inspector should be present for the three-edge bearing test whenever possible. As a rule, pipe with the most recent production date of those with a "Q Cast" stamp should be tested in three-edge bearing. This serves two purposes, verifying that the pipe meets three-edge bearing requirements and verifying that the newest pipe is suitable for shipment at the age tested. In case a pipe fails to meet the 0.01 in. (250 μm) crack requirement; or ultimate load, if being tested to ultimate; two additional lengths may be tested from the same lot and the same production date. Both of these pipes shall pass or all pipe offered for inspection of that size and class is to be rejected, except the producer is to be given the option of testing two lengths of pipe with production dates older than those originally tested. If a production date is found to be satisfactory, pipe of that date or older may be accepted. When the three-edge bearing test is run to ultimate, the steel size and placement is to be checked in the broken barrel. Failures of three-edge bearing are cause to check fabricating procedures and compressive strength of the concrete mix.
1026.2.5.2 Compressive Strength Test
When compressive strength of concrete is used as the basis of acceptance, the compressive strength is to be determined at a frequency not less than for three-edge bearing and may be determined either by standard rodded concrete cylinders or cylinders compacted and cured in like manner as the pipe in accordance with AASHTO T 23, or on cores drilled from the wall of the pipe in accordance with AASHTO T 280.
Testing for compressive strength and the application of test results is described in the Reinforced Concrete Culvert Pipe (RCP) Inspection Guide. Occasional individual cylinders may fall below the design strength for some unknown reason. If the inspector feels an occasional individual cylinder of a paired set or a group of breaks is not representative of the process, it may be disregarded. However, not more than 10 percent of the cylinders tested shall fall below the design strength. In no case shall the strength of any cylinder tested fall below 80 percent of the design strength. Compressive tests may be performed in the field unless questionable results are being obtained in which case cylinders or cores are to be submitted to the Laboratory. SiteManager shall be used to identify cylinders and cores, to be submitted to the Laboratory. The inspector is to change the distribution and title block shown on the form, as required. Cores or cylinders submitted to the Central Laboratory shall be identified according to EPG 106.5.2.1 Identification . The exterior of the shipping carton shall have the following information listed: sample identification number, date of pour, cement factor (may be theoretical), cylinder numbers and any special instructions.
1026.2.5.3 Absorption Test
Absorption testing for Quality Assurance purposes will be run once per year on each mix used in the production of pipe. A new mix is assumed for any mix design changed including aggregate source changes. Absorption samples may be a core cut from the full wall thickness or a specimen (recommended 5 in. x 5 in. (125 x 125 mm)) extracted from the broken wall of pipe tested to ultimate in three-edge bearing. In either case, the specimen shall be of a size to yield a minimum area of 9 sq. in. (5800 mm2) representing full wall thickness and free of cracks. Samples for absorption tests are to be submitted to the Laboratory. Samples submitted to the Central Laboratory shall be identified according to EPG 106.5.2.1 Identification . Required supplemental information includes class, type and wall thickness.
1026.2.6 Fabrication
1026.2.6.1 Design
The diameter, wall thickness, compressive strength of the concrete and the quantity of circumferential reinforcement shall be as prescribed in Tables 1 through 5 of AASHTO M 170 for pipe classes I to V.
Refer to Sec 1026.6 for Special or Modified Designs.
1026.2.6.2 Placing Reinforcement
1026.2.6.2.1 Circumferential Reinforcement
Where one line of circular reinforcement is used, the reinforcement shall be placed from 35 to 50 percent of the wall thickness from the inner surface of the pipe except that for wall thicknesses less than 2 1/2 in. (63 mm), the protective cover of the concrete over the circumferential reinforcement in the wall of the pipe shall be 3/4 in. (19 mm). In circular pipe having tow lines of circular reinforcement, each line shall be so placed that the protective covering of concrete over the circumferential reinforcement in the wall of the pipe shall be one inch (25 mm). In circular pipe having elliptical reinforcement with wall thickness 2 1/2 in. (63 mm) or over, the reinforcement in the wall of the pipe shall be so placed that the protective covering of the concrete over the circumferential reinforcement along the vertical diameter of the pipe shall be one inch (25 mm) from the inside surface of the pipe and the protective covering of the concrete over the circumferential reinforcement along the horizontal diameter of the pipe shall be one inch (25 mm) from the outside surface of the pipe. In all pipe 36 in. (900 mm) or more in diameter, the bell or the spigot of the joint shall contain circumferential reinforcement. For double cage pipe, reinforcement shall be at least equal in area to that of the outside cage or line for bells or the inside cage or line for spigots. For single cage pipe, reinforcement shall be at least equal in area to that of the cage for either the bell or spigot. The location of the reinforcement shall be subject, to the permissible variations in dimensions given in EPG 1026.2.6.4.2 Position of the Reinforcement.
A line of circumferential reinforcement of any given total area may be composed of two layers for pipe with wall thickness of less than 7 in. (180 mm) or three layers for pipe with wall thicknesses of 7 in. (180 mm) or greater. The layers shall not be separated by more than the thickness of one longitudinal member plus 1/4 in. (6 mm). The multiple layers shall be tied together to form a single rigid cage. All other specification requirements such as laps, welds, and tolerances of placement in the wall of the pipe shall apply to this method of fabricating a line of reinforcement.
1026.2.6.2.2 Longitudinal Reinforcement
Each line of circumferential reinforcement shall be assembled into a cage that shall contain sufficient longitudinal bars or members, extending through the wall of the pipe, to maintain the reinforcement rigidly in shape and in correct position within the form. The exposure of the ends of longitudinal members, stirrups, or spacers that have been used to position the cages during the placement of the concrete shall not be cause for rejection.
1026.2.6.2.3 Laps, Welds and Spacing
If the splices are not welded, the reinforcement shall be lapped not less than 20 diameters for deformed cold worked wire and 40 diameters for plain bars and cold drawn wire. In addition, where lapped cages of welded wire fabric are used without welding, the lap shall contain a longitudinal wire. If splices are welded and are not lapped to the minimum requirements above, pull tests of representative specimens shall develop at least 50 percent of the minimum specified strength of the steel and there shall be a minimum lap of 2 in. (50 mm). For butt-welded splices in bars or wire, pull tests of representative specimens shall develop at least 75 percent of the minimum specified strength of the steel. The spacing center to center of adjacent rings of circumferential reinforcement in a cage shall not exceed 4 in. (100 mm) for pipe up and including pipe having a 4 in. (100 mm) wall thickness nor exceed the wall thickness for larger pipe and shall in no case exceed 6 in. (150 mm). The continuity of the circumferential reinforcing steel shall not be destroyed during the manufacture of the pipe.
1026.2.6.3 Concrete
1026.2.6.3.1 Placement of Concrete
The transporting and placing of concrete shall be by methods that will prevent the segregation of the concrete material and the displacement of the reinforcement steel from its proper position in the form.
1026.2.6.3.2 Curing
Pipe shall be cured by any one of the following methods or by any other method or combination of methods approved by the engineer that will give satisfactory results. The pipe shall be cured for sufficient length of time so that the concrete will develop the specified compressive strength at 28 days or less.
Steam Curing. Pipe may be placed in a curing chamber, free from outside drafts and cured in a moist atmosphere maintained by the injection of steam for such time and at such temperature as may be needed to enable the pipe to meet the strength requirements. The curing chamber shall be so constructed as to allow full circulation of steam around the entire pipe.
Water Curing. Concrete pipe may be water cured by covering with water-saturated material or by a system of perforated pipes, mechanical sprinklers, porous hose, or by any other approved method that will keep the pipe moist during the specified curing period.
The manufacturer has the option to combine the methods described in EPG 1026.2.6.3.2.1 Steam Curing and EPG 1026.2.6.3.2.2, Water Curing as long as the required concrete compressive strength is attained.
Curing Membrane. A curing membrane in accordance with Sec 1055 may be applied , and if used, shall be left intact until the strength requirements are met.
1026.2.6.4 Permissible Variations
1026.2.6.4.1 Dimensions
Permissible variations in internal diameter are shown in Table 1026.5.1 Diameter Dimensional Tolerances (English) or Table 1026.5.2 Diameter Dimensional Tolerances (Metric). The wall thickness shall not be less than that shown in the design by more than 5 percent or 3/16 in. (5 mm), whichever is greater. A wall thickness more than that required in the design shall not be a cause for rejection. Pipe having localized variations in wall thickness exceeding those specified above will be accepted if the three edge bearing strength and minimum steel cover requirements are met.
1026.2.6.4.2 Position of the Reinforcement
The maximum variation in the position of the reinforcement shall be 10 percent of the wall thickness or 1/2 in. (13 mm), whichever is greater. Pipe having variations in the position of the reinforcement exceeding those specified above will be accepted if the three edge bearing strength requirements obtained on a representative specimen are met. In no case, however, shall the cover over the reinforcement be less than 1/2 in. (13 mm). These tolerances or cover requirements do not apply to mating surfaces of the joint. The maximum coverage from the end of the reinforcing to the end of the barrel shall be 3 in. (76 mm) total for both ends.
1026.2.6.4.3 Area of Reinforcement
Reinforcement will be considered as meeting the design requirements if the area, computed on the basis of nominal area of the wire or bars used, equal or exceeds the requirements of EPG 1026.2.6.1 Design or EPG 1026.3 Special or Modified Designs. The actual area of the reinforcement used may vary from the nominal area according to permissible variations of the specifications for the reinforcement. If inner cage and outer cage reinforcement is used, the inner cage design area may vary to the lower limit of 85 percent of the elliptical design area provided that the total area of the inner cage plus the outer cage shall not vary beyond the lower limit of 140 percent of the elliptical design area.
1026.2.6.4.4 Laying Length
Variations in the laying length of two opposite sides of pipe shall be not more than 1/4 in. for all sizes through 24 in. (600 mm) internal diameter and not more than 1/8 in. per foot (10 mm/m) of internal diameter for all sizes larger with a maximum of 5/8 in. (15 mm) in any length of pipe through 84 in. (2100 mm) internal diameter and a maximum of 3/4 in. (19 mm) for 90 in. (2250 mm) diameter or larger, except where beveled end pipe for laying on curves is specified. A summary of these variations can be seen in Table 1026.5.3 Permissible Variations in Laying Length of Two Opposite Sides of Pipe (English) or Table 1026.5.3 Permissible Variations in Laying Length of Two Opposite Sides of Pipe (Metric).
The under-run in length of a section of pipe shall be not more than 1/8 in. per foot (10 mm/m) with a maximum of 1/2 in. (13 mm) in any length of pipe.
1026.2.6.4.5 Finish
Pipe shall be substantially free of fractures, large or deep cracks, and surface roughness. The ends of the pipe shall be normal to the walls and centerline of the pipe, within the limits of variations give in EPG 1026.2.6.4.4 Laying Length.
1026.2.6.5 Repairs
Pipe may be repaired, if necessary, because use of occasional imperfections in manufacture or accidental injury during handling and will be acceptable if, in the judgment of the engineer, the repairs are sound and properly finished and cured and the repaired pipe conforms to the requirements of these specifications.
1026.3 Special or Modified Designs
As permitted by Sec 1026.3.6, a manufacturer may submit a special or modified design for approval. When a particular design is required to accommodate a d-load included in the plans, the manufacturer must submit a design for approval. The design is to be submitted by the manufacturer to the district that is responsible for the original inspection. The district will confirm that the design has been sealed by a Missouri registered professional engineer and that the parameters indicated are appropriate for the application. Designs not sealed are to be rejected. Special or modified designs will be accepted based on the pipe meeting the required minimum design strength D-load, in accordance with AASHTO M 242, sections 4 and 10. Special or modified designs have previously been accepted on the basis of three-edge bearing, compressive strength, and absorption tests, which will no longer be the case. Design and manufacture data shall be provided in accordance with AASHTO M 242, Sec 5, and materials for modified or special design shall be in accordance with AASHTO M 242, Sec 6. The manufacturer shall retain all applicable AASHTO specifications for use by the inspector.
1026.4 Report (Records)
The manufacturer is required to notify MoDOT of impending shipments by contacting Materials in the district responsible for their plant and providing the information required by the Pipe Shipping Report Form General Section 17 Form 2. Construction and Materials will be notified by shippers General Section 17 Form 1 that are out-of-state and are not routinely visited by district Materials. This information will allow MoDOT to track the material, obtain samples, and perform Quality Assurance inspection as necessary.
Each SiteManager sample record will be created by the district responsible for the manufacturer. Construction and Materials will create records for pipe shipped by out-of-state manufacturers not routinely visited by district Materials.
Acceptance of each component of reinforced concrete pipe including fine and coarse aggregate, cement, fly ash, and steel shall be documented with a SiteManager record (refer to Automation Section 3510).
Results of three-edge bearing tests are to be reported on a form similar to that shown in EPG 1026.6.1 Report of Tests on Concrete Pipe . The district shall provide its own forms. Distribution of this form is to be as follows:
District Construction and Materials Engineer (fabricating district).
Results of field determination of compressive strength (cylinders or cores) shall be reported through SiteManager.
All pipe is to be inspected at the source and reported to the project through SiteManager. Acceptable pipe is to be reported to the project as soon as possible. Pipe quantity shall be shown in feet. End sections shall be shown as quantity each. The length of barrel of the end sections shall be included in the remarks and shall not be counted toward the materials summary unless the length contributed is necessary to eliminate a significant summary deficiency. Rejected pipe is to be reported as "General" rather than a project and the report should contain a brief statement as to the causes of rejection. When shipments of inspected pipe are made to another producing plant, all pipe shall be reported as "General" to the District involved, as soon as possible. The intermediate district shall then be responsible for the reporting to the project.
Rubber gasket joint materials will be from a PAL supplier and will be reported through SiteManager. They may be included on the same sample record as accepted concrete pipe. The pipe manufacturer shall report receipt of gasket material using the PAL receiver form and shall retain a copy of the certification for a period of 2 years.
1026.5 Tables
Table 1026.5.1 Diameter Dimensional Tolerances (English)
Specified Inside Diameter, Inch
Lower Tolerance, Inch
Lower Tolerance, mma
Upper Tolerance, Inch
Upper Tolerance,mma
12 11 13/16 300 12 3/16 310
42 41 10/16 1056 42 7/16 1077
48 47 9/16 1207 48 8/16 1231
60 59 7/16 1509 60 10/16 1539
96 95 1/16 2414 97 2463
102 101 2565 103 1/16 2617
108 106 15/16 2715 109 2/16 2771
144 142 9/16 3621 145 7/16 3694
a The metric dimensions have been approximately converted from their English counterparts.
Table 1026.5.2 Diameter Dimensional Tolerances (Metric)
Specified Inside Diameter, mm
Lower Tolerance, mm
Lower Tolerance, Incha
Upper Tolerance,mm
Upper Tolerance, Incha
300 296 11 10/16 305 12
375 369 14 9/16 381 15
750 740 29 2/16 760 29 15/16
1050 1040 40 15/16 1061 41 12/16
1500 1485 58 8/16 1515 59 11/16
1800 1782 70 3/16 1818 71 9/16
1950 1931 76 1970 77 9/16
2100 2079 81 14/16 2121 83 8/16
2550 2525 99 6/16 2576 101 7/16
2700 2673 105 4/16 2727 107 6/16
3000 2970 116 15/16 3030 119 5/16
Table 1026.5.3 Permissible Variations in Laying Length of Two Opposite Sides of Pipe (English)
Variation, Inch/ft
Maximum Variation, Inch
12 - 1/4
27 1/8 5/8
90 - ¾
102 - ¾
Table 1026.5.4 Permissible Variations in Laying Length of Two Opposite Sides of Pipe (Metric)
Variation, mm/m
Maximum Variation, mm
300 - 6
1026.6 Report of Tests on Concrete Pipe
1026.6.1 Example of a Report of Tests on Concrete Pipe
1026.6.2 Report of Tests on Concrete Pipe
Articles in "1026 Reinforced Concrete Culvert Pipe"
1026.7 Reinforced Concrete Pipe (RCP) Inspection Guide
1026.8 Laboratory Testing Guidelines for Sec 1026
Retrieved from "https://epg.modot.org/index.php?title=Category:1026_Reinforced_Concrete_Culvert_Pipe&oldid=23349"


text:
Green Light expands into Canada
Follows customer demand
Julia Talevski (ARN) 16 December, 2020 09:44
Credit: Dreamstime
IT service provider Green Light has expanded its network and security operations into Canada.
The move into Montreal, Canada arose after working with major mining groups in Western Australia for several years, and expects this part of the business to grow throughout 2021 and 2022.
Green Light CEO Gary Hinksman said its expansion into the Americas was in line with its overseas growth strategy and following the demand from its major global partners.
Green Light also has operations in Singapore, Hong Kong and New Zealand.
"Our cyber security footprint across Australia has been steadily growing in the last six years and has been one of the foundation capabilities that has allowed us to expand offices into Canberra, Melbourne, Perth and more recently Brisbane," Hinksman said.
"From a mining sector perspective, we have the know-how and coverage to deliver on demand in regional and remote areas – as well as all metropolitan sites. Our model is truly global and is backed up by 100 per cent utilisation rates leveraging our white-labelled on-demand capability model."
Green Light has invested into specific areas of cyber security such as an end-to-end data erasure service.
From end-of-life drives and servers, to active files, mobile devices, virtual machines and storage area networks, Green Light enables customers to achieve data sanitisation across all IT assets with software-based data erasure.
Green Light launches redundancy round to streamline services business
Green Light gets green light for $5M HPE data centre transformation deal
Arbor Networks green lights new partner
Why 2021 will be the year of Cloud-to-Customer Visibility
More from AppDynamics
Tags green light
Humans are the weakest link

redpajama_set_name: RedPajamaCommonCrawl


Compilation released in 2012, reissued in 2019 by Soft Records.
The album includes tracks recorded between 1936-1943, reconditioned and remastered after very rare ebonite discs of that period. Through this album with INEDITE songs, come back to our attention, 70 years after its appearance, real musical jewels.


Half French Door was uploaded on March 4, 2018 at 8:29 pm. This post is uploaded at the Door category. Half French Door is tagged with Half French Door, Half, French, Door..
Well for those of you who've a Half French Door needless to say, you're still not satisfied together with the current style within your home. Nonetheless, as additional styles may attempt do not fear are mini bar design home that is minimalist that is contemporary. To design the minibar is obviously very important for anyone of you who're committed.
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[Updated] I was always amazed by the way emacs gurus navigated through source code. It almost seemed like magic. They see some function call, and then with some short keyboard combo jump to another file, on the exact place where the function was defined.
The 'magic' in this case is a tag file. A tag file is a file that maintains an index of all the symbols in source code, where they are used and where they are defined. If you use grep and the like to look for things, you'll find tag files very useful.
There are different programs to create and deal with tag files; emacs ships with etags and there's also ctags. I'm not too familiar with those systems, but instead rely on GNU-Global for my tagging needs; it's available for Unix-like systems. The instructions below assume that you have installed GNU-Global.
This is usually much faster than running gtags. Also note that you can run this from anywhere in your source tree. The program will locate the G*-files by itself.
After that, you can search for symbols etc from the command line; please refer to the global man page for details. However, let's see how we can do all that from within emacs.
"create or update the gnu global tag file"
(if (not (= 0 (call-process "global" nil nil nil " -p"))) ; tagfile doesn't exist?
This function will check if there is an existing tagfile; if so, it will update it. If not, it asks where to create the tag file; you should provide the name of the top of your source directory there.
(local-set-key (kbd "M-.") 'gtags-find-tag)   ; find a tag, also M-.
instead of the above add-hook. You can then still run djcb-gtags-create-or-update by hand for some particular subdirectory.
Now, having done all this, tagging is quite easy - and quickly through your source code is even easier. To find the definition of a function (or symbol), type M-. (Alt + dot). If your cursor is on a function name (or on other symbol), it will be the default target. Otherwise, you type the name; autocompletion is available with the Tab-key.
If you want to do the reverse, ie. finding all the uses of a certain symbol, use M-, (Alt + comma) and we get a list of locations. There are some more functions available, all starting with gtags-; see the built-in documentation for details.
(require 'gtags) instead of (require 'gtags-mode) in c-mode hooks' code.
I updated the blog entry.
Does global automatically add stuff like tags for the standard libs? If so how do you add that?
@Jengu: usually, you'd like to jump to source code locations, which not usually what you want for standard libraries, or?
notice the additional apostrophe. Without this, I get a "function is nil" error.
I had previously run gtags in the parent directory of where the C++ file is located, and I confirmed that the GRTAGS, GPATH and GTAGS files were created and that running 'global func' is able to find func.
Could you tell me what the problem could be? Thanks.


text:
Japan COVID status
Japanese Prime Minister Kishida Fumio participates in a meeting with U.S. President Joe Biden in the Oval Office at the White House on January 13, 2023 in Washington, DC. (Photo by Kevin Dietsch/Getty Images)
OAN Roy Francis
UPDATED 9:36 AM PT – Friday, January 20, 2023
Japanese Prime Minister Fumio Kishida announced plans to downgrade the legal status of COVID-19 to the equivalent of the Influenza.
🚨BREAKING — Japan To Lower COVID-19 To Flu Status
— James Cintolo, RN FN CPT (@healthbyjames) January 20, 2023
Kishida said that he has instructed experts and government officials to look over the details and regulations on lowering COVID's legal status. The change would include removing self-isolation rules and other requirements. It would also allow COVID patients to seek treatment at any hospital they desire instead of the specialized facilities.
"In order to return to our ordinary daily life in Japan while pursuing measures to adapt to living with the coronavirus," Kishida said. "We will study concrete measures to gradually move on to a next step."
COVID is currently categorized as a Class 2 disease, the same category as SARS and tuberculosis, and allows the government to issue emergency measures in relation to the virus.
Health Minister Katsunobu Kato explained that the goal is to develop a system in which COVID-19 can be treated as part of routine medical care.
"Changing its classification doesn't mean coronavirus is gone," he said. "We still need everyone to take voluntary measures by using masks and precautions."
Kato stated that it will necessitate some changes for people, workplaces, municipalities, and hospitals, but declined to provide an exact timeline, only stating that it would take place in "the spring."
Japan currently faces widespread infections and deaths in what is considered to be another wave of outbreak. Experts say that this increase is possibly linked to the worsening chronic illnesses among older patients.
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text:
Ahhh, living the dream! But what's it really like? What do I need to know?
Tips and skills to help you have a great time, whether it's on your own boat or a charter:
Cruising Stories
International Cruising
Also check out my free and paid courses to help every step of the way.
Prepping for the Bahamas
Over the years, I've used The Boat Galley newsletter to share what we've been up to and what we've learned while doing it. Here are two posts from a few years back sharing all the important little jobs we did to get Barefoot Gal (and us) ready for the trip. Lots of stuff to do to […]
Oh, the Places You'll Go
Published on May 1, 2021 ; last updated on May 2, 2021 by Carolyn Shearlock/Judy Ludin
What's the best thing about cruising? The people you meet. Check out some of the interesting folks you'll meet in just one mooring field. [More] Oh, the Places You'll Go
Hey Old Friend, Remember Me?
Published on April 24, 2021 ; last updated on April 23, 2021 by Carolyn Shearlock/Julie Bradley
One of the best things about cruising are the friends you make. But can those passing friendships stand the test of time? [More] Hey Old Friend, Remember Me?
The Future of AToNs
Published on March 3, 2021 ; last updated on March 2, 2021 by Carolyn Shearlock/Dave Skolnick
New technology has brought many changes to navigation. Here's how to make sense of AIS aids to navigation before you get into trouble. [More] The Future of AToNs
Don't Save the Best for Last
Published on February 13, 2021 ; last updated on February 24, 2021 by Carolyn Shearlock/Julie Bradley
Do you put off having the best for someday? It may not be the wisest choice for cruisers. [More] Don't Save the Best for Last
How To Prepare A Boat For A Major Hurricane
Published on June 1, 2020 ; last updated on June 12, 2020 by Carolyn Shearlock
How to prepare your boat for a hurricane, with ten things you absolutely must do and why. Give your boat a fighting chance! [More] How To Prepare A Boat For A Major Hurricane
Dinghy Drift
Published on May 17, 2020 ; last updated on December 24, 2020 by Carolyn Shearlock
A dinghy drift or raft-up is a floating party — generally for happy hour and a gorgeous sunset, shared with friends. How to make it happen! [More] Dinghy Drift
Cruising When Older
Published on May 9, 2020 ; last updated on June 11, 2020 by Carolyn Shearlock
Many people go cruising in their early retirement years, but can you keep cruising at 75+? What does it take? [More] Cruising When Older
Living on a Boat: What Do You Do All Day?
Published on March 12, 2020 ; last updated on June 11, 2020 by Carolyn Shearlock
What do you DO all day, living on a boat? Is it boring when you're at anchor? Is it like chartering? Hour-by-hour summary of a day cruising the Bahamas. [More] Living on a Boat: What Do You Do All Day?
Route Planning to Cross the Gulf Stream
Published on March 8, 2020 ; last updated on June 12, 2020 by Carolyn Shearlock
How to plan the fastest Gulf Stream crossing in your boat; figuring your start and destination points, how far the stream will sweep you and tips for a fast crossing. [More] Route Planning to Cross the Gulf Stream


text:
<?xml version="1.0" encoding="utf-8"?>
<manifest xmlns:android="http://schemas.android.com/apk/res/android"
    package="com.example.simon.photojsl" >

    <uses-permission android:name="android.permission.WRITE_EXTERNAL_STORAGE" />
    <uses-permission android:name="android.permission.READ_EXTERNAL_STORAGE" />

    <uses-feature
        android:name="android.hardware.camera"
        android:required="true" />

    <application
        android:allowBackup="true"
        android:icon="@mipmap/ic_launcher"
        android:label="@string/app_name"
        android:supportsRtl="true"
        android:theme="@style/AppTheme" >
        <activity
            android:name=".MainMenu"
            android:label="@string/app_name"
            android:theme="@style/AppTheme.NoActionBar" >
            <intent-filter>
                <action android:name="android.intent.action.MAIN" />

                <category android:name="android.intent.category.LAUNCHER" />
            </intent-filter>
        </activity>
        <activity
            android:name=".DetailView"
            android:parentActivityName=".MainMenu" >
        </activity>
        <activity
            android:name=".Settings"
            android:label="@string/title_activity_settings"
            android:parentActivityName=".MainMenu"
            android:theme="@style/AppTheme.NoActionBar" >
            <meta-data
                android:name="android.support.PARENT_ACTIVITY"
                android:value="com.example.simon.photojsl.MainMenu" />
        </activity>
        <provider
            android:name="android.support.v4.content.FileProvider"
            android:authorities="com.mydomain.fileprovider"
            android:exported="false"
            android:grantUriPermissions="true"
            >
            <meta-data
                android:name="android.support.FILE_PROVIDER_PATHS"
                android:resource="@xml/file_paths" />
        </provider>

    </application>
</manifest>

redpajama_set_name: RedPajamaGithub


This weekend, I made this delicious bread, with Penelope's help. Isn't it pretty? And tasty--fresh bread is the best.
It's pain à l'ancienne, recipes here and here. The first of those is adapted from Peter Reinhart, who's written a number of great books on the subject of bread, including The Bread Baker's Apprentice .
Via Grub Street, a promo for Jamie Oliver's Food Revolution, wherein he asks some kids to identify fruits and vegetables, and--tomato/potato, eggplant/egg salad, &c.--they get them horribly wrong.
I dunno. I found this inspiring as a TED talk, but as a teaser for a shocking! food! reality! television show on ABC, it feels a little... cheaper, maybe? But then again, I'm just being naive (because, is there really a difference?).


There are lots of situations in which LaTeX is not the proper tool. When you use LaTeX, you usually need to produce a document, including a PDF, that's published somewhere. LaTeX isn't exactly a word processor in the conventional sense.
like a completely free opt-in report on your website to construct your list or as free high excellent content that you send to your list and ask them to share it together with others. While the info is generally supplied by the customer, it's the duty of the planner to ask for any data that may be asked to create a very good business program.
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to compose a book file, if you're not constrained by regulations set by your teacher or professor, permit yourself to be creative whilst writing your report. So, the author ought to be able to adhere to the steps.
For a book with chapters, I would recommend dividing the range of chapters by the range of the pages necessary for the paper. Developing a good thesis statement is the most essential part of the entire writing process. So you wind up with a bibliography.
Every business has its own template of business program, and while creating one, it's extremely important to abide by the normal format of the plan so as to be considered by venture capitalists. After the collection company filed suit, they did not attach a duplicate of the original contract by means of your charge card company, and this is needed by law. You're left with minimal time to concentrate on growing your company.
will profit from decentralization. At the close of the day, someone should organize all the collected data. You may choose which date you would like to know info for through this easily accessible skill.
The issue with scanned documents is they are simply images of paper documents. So you will need to supply a contents page at the start and perhaps an index at the end. I've added visual examples so that you can easily bear in mind the format, layout and specs of a proper Abstract page.
It's based on the most suitable alignment for the principal headings and center alignment for those subtitles. You might need to develop a more formal or informal tone to your very own all-natural style. You can't avoid double spacing that is mandatory in the full paper.
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Yup, the very first tip is you need ton't skip the practice of producing an outline. There are several beneficial tips which can assist you in editing the draft properly. We don't only give the very simple plagiarism checking tool but also supply you with the chance of rectifying grammar errors.
This is the principal point why it's important to pick a topic that has wide available resources and references. An informal letter can be written in nearly any way you select, but there are a number of organizational guidelines it is possible to follow if you're unsure of what to write or the way to format your letter. If you are able to put together a thorough outline, it is going to be a lot simpler for you to follow your ideas and finish the last draft.
White paper readers want to find useful information that will assist them understand the function of the product in which they are likely to invest. By way of example, today, you are already able to run into these definitions of the term for White Paper as a small motivating guide ordered by means of an organization as a portion of the entire advertising and marketing content. Nevertheless, the secret to a thriving research paper is organization.
This is the course I wish I'd followed at the commencement of my PhD. Later, within this series, I'll cover how it is possible to utilize Overleaf to work collaboratively with colleagues. Each student must choose one reading that we've done so far or will read later on, and no 2 students may select the very same work.


Russian veto blocks action by the UN Security Council.
The United States and Russia continue to clash at the UN Security Council over investigations.
Western powers struggle against chemical weapons use by Russia's ally, Syria.


text:
FBI Phone Number & Hours Of Operation | Mailing Address, Website
United States residents can file a legal action against someone with the help of FBI Customer Service Number. People can report an emergency or know about the crime news by calling FBI Phone Number. Individuals can also reach Federal Bureau of Investigation Support through the website, address and mail id.
FBI Customer Service
Federal Bureau of Investigation (FBI) is the domestic intelligence & security service of the U.S, and its principal federal law enforcement agency. FBI organisation was formed on July 26, 1908. The headquarters of FBI is at J. Edgar Hoover Building Washington, D.C., U.S. FBI is a member of the U.S Intelligence Community. It reports to both the Director of National Intelligence & Attorney General.
Even though, many of the FBI's functions are unique, its activities in support of national security. FBI is primarily a domestic agency, maintaining 56 field offices, more than 400 resident agencies across the nation. In spite of its domestic focus, the company also maintains a significant international footprint and 15 sub-offices in the U.S. embassies and consulates across the globe.
FBI Customer Care Contact Number
People who are in the emergency can report a claim via FBI Customer Service Phone Number. Individuals of the United States can file a legal case or complaint to the Federal Bureau of Investigation through its toll-free number (911). Residents of any age can inquire about civil crimes and other issues by contacting the FBI Support Team.
FBI Phone Number
Federal Bureau of Investigation Number 1-800-CALL-FBI (225-5324)
FBI Customer Care Telephone Number (202) 324-3000
FBI Support Telephone Number
FBI Contact Number: (866) 720-5721
FBI Customer Support Toll Free Number: 202-324-7330
Help Line Number For Enquiries: 911
FBI Customer Support Hours Of Operation
Federal Bureau of Investigation Telephone Services is available 24/7. If you feel someone is in the danger, then you must call FBI Contact Number at any time.
Federal Bureau of Investigation Mailing Address
If you disagree with the FBI services, then simply write a letter to the company authorities and post to the mailing address. Persons can also send their problems, complaints to the FBI Corporate Address.
FBI Headquarters
FBI Customer Service Website
Federal Bureau of Investigation Official Site is www.fbi.gov. You can search for the jobs, submit tips on crime reports of FBI through the website. FBI provides services like investigations in Civil Rights, Cyber Crime, Violent Crime and Terrorism and others. People can even view the faces of some of the most wanted persons with a criminal background.
FBI Customer Care Email Id
People who are facing an emergency that need an immediate law enforcement response can drop an email at FBI Customer Service Mail Address: crimestatsinfo@ic.fbi.gov. You can ask information like Criminal History, FBI Records/FOIA and complaint on the general issues via email services.
Social Network Of FBI
Federal Bureau of Investigation Social Media pages is given here. Every citizen of the United States needs to follow the FBI at various social networking pages. FBI social media sites contain details like the crime news, simple steps to reach the FBI in case of emergencies. Individuals can also report the problem via social media pages.
Facebook: www.facebook.com/FBI
LinkedIn: www.linkedin.com/company/fb
Email Updates: www.fbi.gov/e-mail-updates
Youtube: www.youtube.com/user/fbi
Twitter: twitter.com/FBI
Flicker: www.flickr.com/photos/fbi/
1. How do I contact the FBI?
To report a crime, people can use either online tips or public leads form. Individuals can contact the nearest international office or local FBI field office. If you want to report suspicious activity including chemical, radiological, biological materials, call FBI Phone Number at 855-TELL-FBI or 855-835-5324.
2. When Does FBI Customer Service Open?
FBI Customer Support Hours are available at any time throughout the globe. People are allowed to call the call centre 24 hours, 7 days.
3. What is the FBI Headquarters Address?
Federal Bureau of Investigation (FBI) Corporate Office Address details are enclosed here. You can write compliments, advises and problems to the FBI Mailing Address.
Hope the above information on FBI Support Contacts is useful for the people. Individuals can follow our site www.uscustomercare.com regularly to get the phone numbers of other companies. You can also stay connected with us to solve difficulties.
FBI Contact NumberFBI Customer CareFBI Phone Number
EDD California Customer Support Numbers | Official Website, Hours
Workers, Job seekers from EDD can solve their doubts on several services through EDD Contact…
Planet Fitness Customer Support Numbers & Hours | Website, Email
Meet your fitness goals with Planet Fitness Membership at any time. If users are experiencing…
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Do you have doubts regarding vehicle registration? then know DMV Contact Phoe Numbers. Customers can…
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text:
The Making of the Chinese State
Ethnicity and Expansion on the Ming Borderlands
Author: Leo K. Shin, University of British Columbia, Vancouver
Date Published: January 2012
In this well-crafted study of the relationships between the state and its borderlands, Leo Shin traces the roots of China's modern ethnic configurations to the Ming dynasty (1368–1644). Challenging the traditional view that China's expansion was primarily an exercise of incorporation and assimilation, Shin argues that as the centre extended its reach to the wild and inaccessible south, the political interests of the state, the economic needs of the settlers, and the imaginations of the cultural elites all facilitated the demarcation and categorisation of these borderland 'non-Chinese' populations. The story told here, however, extends beyond the imperial period. Just as Ming emperors considered it essential to reinforce a sense of universal order by demarcating the 'non-Chinese', modern-day Chinese rulers also find it critical to maintain the myth of a unified multi-national state by officially recognising a total of fifty-six 'nationalities'.
Offers perspectives on the making of the Chinese state
Was the first in-depth study of the relationships between the state and its southern borderland during the Ming dynasty
Sophisticated use of a wide range of seldom-utilised Ming-dynasty sources
Review of the hardback: '… it should find a wide, cross-disciplinary audience, including advanced undergraduates who might come to appreciate the lovely prose of this important study.' The China Quarterly
1. History of the margins
2. Nature of the borderland
3. Politics of chieftaincy
4. Mapping of settlement
5. Culture of demarcation
6. Margins in history.
Leo K. Shin, University of British Columbia, Vancouver
Across Forest, Steppe, and Mountain
Environment, Identity, and Empire in Qing China's Borderlands
Ming China and Vietnam
Negotiating Borders in Early Modern Asia
Ming China and its Allies
Imperial Rule in Eurasia
Ancient China and the Yue
Perceptions and Identities on the Southern Frontier, c.400 BCE–50 CE
Bulletin of the School of Oriental and African Studies
The Bulletin of the School of Oriental and African Studies is the leading interdisciplinary journal on Asia, Africa…
The International Journal of Asian Studies
International Journal of Asian Studies (IJAS) is an interdisciplinary, English-language forum for research in the…
The Journal of Asian Studies
Published for the Association for Asian StudiesThe Journal of Asian Studies (JAS) has played a defining role in the…
Irish Historical Studies
New to Cambridge in 2015 Irish Historical Studies, founded in 1938, is the joint journal of the Irish Historical…
Journal of Chinese History / 中國歷史學刊
NOW ACCEPTING SUBMISSIONS The Journal of Chinese History / 中國歷史學刊 publishes research articles, review…
Black History Month!


This brown Franklin-Christoph leather pen case features a fold & tuck flap and a hard exterior with contrast stitching. A cut out beveled look at the top interior makes the pens easy to grasp for pulling out. Inside the case is a soft lining and protective dividers to keep pens free from scratches. This case holds up to three pens.
Measures 5.76" tall by 2.56" wide by 1.20" deep.


Education programs are the heart and the heritage of Millersville University. The small institute founded in 1855, the first to prepare Pennsylvania's teachers, has become Millersville University, and the College of Education and Human Services houses today's dynamic programs.
Attend an open house event to tour campus and residence halls, learn about the value of a Millersville education and talk with current students, professors and university staff.
The Honors College at Millersville offers talented, highly motivated students the personalized attention of a small liberal arts school while drawing upon the resources of Millersville as a whole.
The B.A. Degree in International Studies provides students with a valuable global perspective and the skills needed to pursue a future career and/or higher degrees in the areas of government, teaching, communication, nonprofit, law, journalism, business and many others.


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We are dedicated to providing our customers with quality and expert websites that complement their business at a cost that is free to them. A few years ago, this wasn't possible, but thanks to developing technology, we have the ability to provide that and far more. We leverage every finest and advanced innovations offered today to make this procedure much better and cost effective to our customers. What's more, we work with customers not simply in the UK but likewise beyond. So, whichever city you are in, don't hesitate to contact us if you need a great website for your small business.
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The site code is incorrect. Please contact your teacher or administrator for the correct site code.
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RANDOLPH, Mass. (AP) — Authorities say an elderly man and woman have died after an overnight house fire in a Boston suburb.
Massachusetts State Fire Marshal Stephen Coan says the two people were trapped amid heavy smoke inside the home in Randolph early Sunday, and that both were in cardiac arrest when firefighters reached them.
Coan said they died at area hospitals. Their identities were not immediately released Sunday.
The fire's cause remained under investigation later Sunday, but WCVB-TV 5 of Boston reports (http://bit.ly/uxmLKB ) that authorities say early indications suggest it might have been accidental.


Now the claws are really coming out! These funny cat socks say, "My cat says you're dumb," perfect for introverted men who sometimes prefer feline companionship over lame old humans. Just flash these at the next person who dares to point out that you have a big clump of fur on your shirt. That'll teach 'em!


text:
What Is Property
Attributes Of Property
Traditional Objects And Classifications Of Property
Non-Traditional Objects And Classifications Of Property
Role Of Property In Society
Creation Of Bailments
Bona Fide Purchase
Unauthorized Possession
Improving Another's Property By Mistake (Accession)
Donative Transfers
A Brief Look At The Historical Development Of Estates Doctrine
Freehold Estates
Cole v. Steinlauf 144 Conn. 629, 136 A.2d 744 (1957)
Lewis v. Searles 452 S.W.2d 153 (Mo. 1970)
Moore v. Phillips 6 Kan. App. 2d 94, 627 P.2d 831 (Ct. App. 1981)
Oldfield v. Stoeco Homes, Inc 26 N.J. 246, 139 A.2d 291 (1958)
Roberts v. Rhodes 231 Kan. 74, 643 P.2d 116 (1982)
Martin v. City of Seattle 46 Wn. App. 1, 728 P.2d 1091 (Ct. App. 1986)
Johnson v. City of Wheat Ridge 532 P.2d 985 (Colo. Ct. App. 1975)
Leeco Gas & Oil Company v. County of Nueces 736 S.W.2d 629 (Tex. 1987)
Caccamo v. Banning 45 Del. 394, 6 Terry 394, 75 A.2d 222 (Super. Ct. 1950)
Concurrent Ownership
Non-Freehold Estates: Landlord And Tenant
Interests In Land Of Another And In Natural Resources Affecting Another's Land
Introduction To The Traditional Land Use Controls
Administration Of Land Use Controls
Regulatory Takings
Discrimination Against Groups Of People
The Real Estate Contract
The Deed
The Recording System
The Methods Of Title Insurance
Easements,Covenants,Servitudes and Related Interests
Property > Property Law Keyed to Cribbet > Freehold Estates
Caccamo v. Banning
Citation. 22 Ill.45 Del. 394, 6 Terry 394, 75 A.2d 222 (Super. Ct. 1950)
Citation22 Ill.45 Del. 394, 6 Terry 394, 75 A.2d 222 (Super. Ct. 1950)
Brief Fact Summary. The Plaintiff received certain real estate pursuant to a will of one Benjamin Potter, which was granted in fee simple but in case Plaintiff died without leaving lawful issue of her body then the estate was to be given over to the children of one William Potter in fee simple.
Synopsis of Rule of Law. The Plaintiff became seized of a estate tail in the provisions of the will, which by statute can be defeated where, as here, the Plaintiff conveyed by deed a fee simple interest to Defendant.
Facts. Benjamin Potter, deceased, by his will devised certain real estate to his wife, and upon her death, devised "all the same over to my granddaughter, Anna Naomi Coverdale (now Caccamo), in fee simple and absolutely forever; but in case the said Anna Naomi Coverdale should die without leaving lawful issue of her body begotten then and in that case I give, devise and bequeath all the same over unto" the children of William B. Potter in fee simple. Anna Naomi Coverdale, now married to Caccamo, purported to bar the estate tail devised to her in the will by use of a statute which provided that an ordinary deed purporting to convey a fee simple absolute "shall have the same effect and operation for barring all estates tail" as a common recovery (a type of common law suit). Then, on April 29, 1950, Plaintiff Caccamo sold the lands in question at public auction to Defendant Delema Banning, for the high bid of $2,025, of which Defendant paid to Plaintiff $405 and agreed to pay the balanc
e of $1,620 on June 3, 1950. On June 3, 1950, Plaintiff tendered a deed to Defendant which purported to convey a fee simple title to the lands in question, which Defendant refused to accept and refused to pay the balance of the purchase price based on the grounds that Plaintiff could not convey a fee simple and marketable title to the lands.
Issue. Did the Plaintiff have a fee tail in the lands under the devise in the will, and if so, did she properly bar the estate tail under the statute such that the tail is barred and the Plaintiff may convey the lands in fee simple with marketable title?
Held. Yes. Judgment for Plaintiff for $1,620 plus costs.
The Plaintiff argued that the language of the devise which conveys the lands to Plaintiff in fee simple but provides that if Plaintiff should die without lawful issue then the lands should be given over to another is language which creates an estate tail. The Defendant claimed that the language would create a fee simple subject to defeat if the Plaintiff died without lineal descendants. The Court found that the language created an estate tail.
The effect of the Plaintiff's actions in conveying a deed which purported to be in fee simple to Defendant was to bar the estate tail. The Court based this decision on a statute which provides that whenever the holder of an estate tail conveys what is purported to be a fee simple, then the estate tail is effectively barred. The result of this is that the Plaintiff could have conveyed marketable title to Defendant.
The Court found that the language of the devise was that the gift over to Potter's children would occur only in the failure of issue of Plaintiff, and as such was a definite contingency. Thus, the estate was a fee tail with a vested remainder of reversion to the collateral heirs of the testator (Potter's children). However, the Plaintiff, by way of conveying the lands away in a deed purporting to be in fee simple and then having the lands conveyed back to her, had become seized, by statute, of a fee simple and good marketable title.
The Defendant could have received an estate in fee simple from the Plaintiff on June 3, 1950, and as such, judgment must be entered for the Plaintiff in the amount of $1,620.
Discussion. Note that the effect of the statute is to provide protection to the buyer of property. Suppose the Court held that the estate tail was not defeated: in that case the Plaintiff could die many years after the 1950 sale and Defendant could be divested of her interest by the children of Potter. The result of the case is to favor certainty in land transact
Study Assets: Review of Estates in Land and Future Interests


Russian group "Svyaznoy" and "Belaya Vezha" company ("MegaPlus" communications salons and "Focus" photo services), announced that Svyaznoy had bought control share of "Belaya Vezha". The exact share value has not been disclosed.
According to the agreement signed in July 2007, retail chains "Focus" and "MegaPlus" acquired the right to work under Svyaznoy brand. Svyaznoy group, one of the Russian mobile retail market leaders , has more than 100 salons in Belarusian market.
By the end of 2007, Svyaznoy is planning to reconstruct "Focus" and "MegaPlus" stores ,into mobile communications centers and "Svaiznoi 3" galleries, having preserved most of the photo printing services.
Re-branding investments and format changes of the Belarusian chains will total 2-3 mln. US dollars. .
Svyaznoy group is a Russian retail chain specializing on cell phones operator's services, personal communications devices and pocket digital equipment. At present, 1400 Svyaznoy shops are functioning in in Russia. Svyaznoy net turnover totalled s 1,13 bln. US dollars in 2006.


text:
11/11 Day Is One of the Luckiest Days to Manifest Your Dreams — Here's Why
11/11 Day Meaning and Why It's Lucky For Manifesting Dreams
November 11, 2021 by Theresa Massony
With so many astrological events happening in succession — Mercury retrograde, the November 2021 new moon, and Mercury entering mysterious Scorpio — it is abundantly clear the universe does not sleep. Fortunately for all of us, though, the next event on its agenda is a good thing. Nov. 11, otherwise known as 11/11 day, is one of the luckiest days of the year, for the same reasons so many people make a wish at 11:11. Generally speaking, it's a day packed with spiritual significance, and if you play your cards right and understand the meaning of 11/11 day, you can use this energy to your advantage.
The Meaning of 11/11 Day
Ultimately, a bulk of the meaning of 11/11 day lies with the numbers of the date itself: 1111. In numerology, a belief system that explores the mystical significance of numbers, this is what's known as an Angel Number, or a sequence of the same numbers you likely see over and over again. Essentially, proponents of numerology associate numbers with certain vibrational frequencies and thus different meanings, according to Numerology.com. In turn, some numerologists believe the recurring number sequences that pop up around you are a form of communication from your spirit guides, or angels, hence the term "Angel Numbers."
Digging even deeper, the numerological significance of 11/11 day is plenty. Aside from being made up of Angel Numbers, the date is entirely made up of the number one, associated with beginnings, creation, forging new paths, and bringing new visions to life. You'll also notice the number 11, which is considered a "Master Number" in numerology, or a double-digit, repeating number that supposedly carries greater spiritual influence than single digits alone (think: the number one but stronger). Add in the date's two Angel Numbers — 111 and 1111 — and you have a boatload of potential for ushering exciting new visions, projects, or events into your life.
What Do the Angel Numbers 111 and 1111 Mean?
The Angel Numbers 111 and 1111 are very closely related, as they're both a repeating sequence of the number one, but they differ ever so slightly. The sequence 111 is often associated with manifestation. "When you see 111, think of the universe as taking a screenshot of your frame of mind," celebrity aura reader and psychic medium Megan Michaela Firester (aka Mystic Michaela) told Well+Good. "Whatever is going on — all your thoughts, visualizations, goals, and dreams — they are going to be replicated." Think of it as a signal from your spirit guides that it's time to shift your focus to your dreams and to the positive things you want to bring into your life and how you can make them a reality. On the other hand, 1111 is associated with entering a new cycle of sorts, Tanya Carroll Richardson, professional intuitive and author of Angel Intuition, told MindBodyGreen. Seeing this number can be interpreted as a "green light" from the universe that you're on the right path — and potentially on the brink of a powerful new journey.
Why Is 11/11 Day in 2021 Lucky?
Numerology aside, 11/11 day is happening amid some pretty favorable planetary transits. Currently, the moon, influencing your emotions, is conjunct (or positioned close to) Jupiter, the planet of luck, miracles, and expansion. Even more, both are moving through Aquarius, which is — wait for it — the 11th sign of the zodiac.
@e.mo.tions
#angelnumbers #astrology #astro #manifestationtips #scorpioszn #november11th #scorpio #astrologytok #spiritualtok #november2021
♬ Dreamy - Elijah Lee
How Can You Take Advantage of 11/11 Day?
Manifest, manifest, manifest! On this day, it's crucial to tune in to your deepest desires and your biggest dreams. What do want to accomplish? How do you want to feel? What's been holding you back? Write your answers and intentions down, be specific, and spend time meditating on your answers, paying special attention to why you want these things. As you write, do so in the present tense, as if your intentions are already a reality, and do the same as you meditate. Visualize yourself as having already accomplished these things and having already rid yourself of any roadblocks. When you allow your intentions to manifest freely in your mind, you might be surprised by the doors that open up for you IRL.
Mercury Entered Scorpio, and It's Making Things Rocky For 3 Zodiac Signs
Image Source: Getty / LaylaBird
AstrologyAstronomical EventsSpirituality
Your Jan. 16 Weekly Horoscope Predicts a Major Transformation Coming
All the Major Moon Events in 2022 and What They Mean For You
by Theresa Massony 1 week ago
January's Mercury Retrograde Is Hitting Each Zodiac Sign Pretty Hard — Here's How
by Theresa Massony 4 days ago
May's Flower Moon Is a Time For New Beginnings and Intense Evolution
by Hedy Phillips 1 week ago


text:
Q: Stopping Android services from an extended Application class I'm having some troubles trying to stop a services which I started previously on the onCreate() of class that is extended of an Android Application class. The GPS is supposed to be running during the execution of the app (that part is working fine) but when the app is closed the service is still running. I tried to use the onTerminate() because onClose() doesn´t exist in Applicaction class and the service keep running.
   public class ControlEntrega extends Application {

    public GPSBean posicion;
    public ServicioGPS servicio;

    public void onCreate() {
        Log.d(TAG,"onCreate");
        super.onCreate();
        usuario=null;
        cliente=null;
        entrega=null;
        dal=new DAL(getApplicationContext());
        crearDB();
        util=new Utilitario();
        servicio=new ServicioGPS();
        posicion=new GPSBean();
        iniciarGPS();
    }

    @Override
    public void onTerminate() {
        super.onTerminate();
        Log.d(TAG,"onTerminate");
        try {
            stopService(new Intent(this,ServicioGPS.class));
        } catch (Exception e) {
            Log.d(TAG,"onTerminate error: "+e.getMessage());
        }

    }
}

The Service Class:
public class ServicioGPS extends Service implements LocationListener{
String TAG=ServicioGPS.class.getCanonicalName();
LocationManager locationManager=null;
public int tiempoGPS=1;
public int distanciaMetros=10;
Intent notificacion;
ControlEntrega controlador;

@Override
public IBinder onBind(Intent intent) {

    return null;
}

@Override
public void onDestroy() {

    super.onDestroy();
    Log.d(TAG,"onDestroy");
    locationManager = (LocationManager)getSystemService(LOCATION_SERVICE);
    locationManager.removeUpdates(this);

}

@Override
public int onStartCommand(Intent intent, int flags, int startId) {

    Log.d(TAG, "onStartCommand");

    controlador= (ControlEntrega)getApplicationContext();
    if(controlador!=null){
        if(controlador.posicion!=null){
            controlador.posicion.imprimir();
        }
    }
    locationManager =(LocationManager)getSystemService(LOCATION_SERVICE);
    Criteria criteria = new Criteria();
    String provider = locationManager.getBestProvider(criteria,true);

    //LocationManager.GPS_PROVIDER
    //LocationManager.NETWORK_PROVIDER
    locationManager.requestLocationUpdates(provider,1000 * 60 * tiempoGPS,distanciaMetros,this);

    return super.onStartCommand(intent, flags, startId);
}

@Override
public void onLocationChanged(Location location) {

    Log.d(TAG, "onLocationChanged");

    //Seteando los valores del objeto location
    if(controlador!=null){
        Log.d(TAG, "seteando bean GPS");
        controlador.posicion=new GPSBean();
        controlador.posicion.latitud=location.getLatitude();
        controlador.posicion.longitud=location.getLongitude();
        controlador.posicion.altitud=location.getAltitude();
        controlador.posicion.precision=location.getAccuracy();
        controlador.posicion.proveedor=location.getProvider();
        controlador.posicion.tiempo=location.getTime();
        controlador.posicion.velocidad=location.getSpeed();
        controlador.posicion.imprimir();
    }

    //Notificación
    Intent notificacion = new Intent(getString(R.string.intentGPS));
    sendBroadcast(notificacion);

    //Se para asi mismo, ya se calendarizo antes
    stopSelf();

}

@Override
public void onProviderDisabled(String provider) {

}

@Override
public void onProviderEnabled(String provider) {

}

@Override
public void onStatusChanged(String provider, int status, Bundle extras) {

    }

  }

There is a way I could know when the application stops completely? So I can stop the service.
Regards
Alfredo

A: public class EyeCastApplication extends Application {

    static Context context;

    @Override
    public void onCreate() {
        // TODO Auto-generated method stub
        super.onCreate();

        context = getApplicationContext();

    }

    /***
     * start Heart Beat Loop
     */
public static void stopHeartBeatLoop() {
        context.stopService(new Intent(context, CmdConnectService.class));
    }

enter code here

    enter code here

}

redpajama_set_name: RedPajamaStackExchange


With the success of DC Universe's shows to date, it's hard to deny that the service has earned a little bit of credibility. Titans and Young Justice: Outsiders have both been very successful in meeting or exceeding fan expectations, proving that there's far more to this whole DC streaming idea than HD episodes of Batman: The Animated Series and a solid (and growing) collection of back comic book issues. Titans started out okay and got very good quickly, while Outsiders hit the ground running. So, it's fair to say that the service had earned itself a little faith.
If there's one thing you can say about Doom Patrol, its that it puts said faith to the test. That's not a slam. We'll get into all the ways that the series is good. But the show is in your face right from the get-go. It dares you not to like it. Every time you think it's going to go right — or, at least, should go right — it does a hard left. And the amazing thing about it? For the most part, it works. There are some trip-ups, and we're getting into those here shortly. But under the guise of Greg Berlanti and Jeremy Carver (the former of about all of the DC shows, the latter of Supernatural), the first episode manages to hit all the proper beats, even while it seems to be doing its best to avoid them.
That's part of the magic of Doom Patrol, in the illusion it puts up of being completely off the proverbial rails. Our villain/narrator Mr. Nobody complains about superhero shows and suggests this is something else, because the Doom Patrol are "super-zeroes." And sure, there's some truth in that. But for a non-superhero show, it really does follow the base structure. The pilot is basically a series of origin stories tied together into one, all to make the origin of a pseudo-team. That's about as traditional as it gets.
But the main beats aren't what needs to change to make this fresh. I don't like the specific show-to-film comparison here in most respects, but Deadpool was similarly, at its core, a pretty standard superhero film. It just tweaked the curves and grade along the road to come up with something holistically very different. It's the same with Doom Patrol. These four characters aren't the Justice League or the Avengers. And yet, they are at their core, a group of damaged people with special powers thrown together in order to save the world. That's the Avengers, the Guardians of the Galaxy, the Agents of SHIELD, Task Force X and, yes, even the Justice League.
This is where the character beats matter, and where Carver (who wrote the episode) excels. The primary eyes of the audience are Cliff, aka Robotman. It's through his story that we come to learn more about the place where he lives. Cliff is a less than decent individual when we meet him. He's screwing the maid, which ultimately screws him when his wife reveals mid-race that she is doing the same with his pit crew chief.
This appears to be the reason that Larry dies, and Carver does a nice job of insinuating that. But the truth is better, and more tragic. Larry survived and tried to (eventually) correct his life, which led to the accident that nearly killed him and did kill his wife. In short, Larry was a screwed-up guy before he ever became a robotic man. And he's not the only one. Rita was/is vain to an extreme. Dr. Caulder deceives Cliff at least three times in this episode and has a lot more he's not telling. Crazy Jane — ugh. We'll get to her. But the point is, Larry is about the only truly good guy, and even he has his hang-ups.
Carver's ability to mix the comedic and the tragic does this show wonders. In the hands of a lot of people, this episode would have been a tonal mess. It swings wildly from comedy to horror to drama and doesn't take much time to send the pendulum flying in one direction or another. But he keeps the script flow natural, and director Glen Winter navigates the episode's mood well. The cast is more than up to the challenge, too. Matt Bomer and Brendan Fraser match up well with their -onset performers in Riley Shanahan and Matthew Zuk, respectively. April Bowlby makes Rita sympathetic, and Timothy Dalton has the gravitas that Bruno Bichir lacked in the Titans Doom Patrol episode.
Jane is the single bad spot on this show, at least in the pilot. Dissociative Identity Disorder can be done well in a superhero show. (See: Legion.) This isn't it. Carver portrays Jane as the "CRAZY" one, with all those letters intentionally capitalized. It's caricature and while the concept of Crazy Jane (and Legion) is a solid one, it's also tricky to pull off. Every time Hammerhead comes out, Jane has to go off into la-la land and it undercuts her better work, like when she shares a moment with Cliff in town or turns the bus around. There's still potential with this character, but right now she's the role I'm dreading seeing more of.
One thing I am not dreading is seeing how far Carver and company lean into the weird. This episode ends with the reveal of Mr. Nobody in all of his strange geometric glory, and a donkey that farts out Mr. Nobody's catch phrase before a hole opens in the ground. Suffice it to say, the bar is pretty high for how odd this show gets. But it's built a foundation in Cliff, Rita, Larry and Niles (and, if she gets better, Jane) that grounds the show amidst the oddity. It's going to take a real effort to stay grounded if the show stays this weird as I expect it will. But there's enough here for me to have faith that it can pull it off.
• Welcome to our coverage of Doom Patrol! I never thought I would be this excited about seeing a Doom Patrol series and yet, here we are.
• Good effort, Mr. Carver. But I'm not taking the bait on the "Critics are gonna hate this show" bit.
• I'm not as familiar with Crazy Jane as some, but nothing I could find says agelessness is a personality power. So, does someone wanna explain to me how she's been around since the 1970s and apparently hadn't been home in twenty-odd years before the present day?
• "Hey, what was it like getting buried in a pyramid with your cat?" I appreciate Cliff's dedication to accurate Egyptian references in his insults.
• Shout out to the musical supervisor for this episode, because the score and the song choices were just absolutely on point at any given moment.
• Next week: Cyborg shows up! That should be fun.
Doom Patrol gets off to a nice start with its pilot episode, with the exception of Crazy Jane's characterization and dialogue. Excepting that glaring error, showrunner Jeremy Carver delivers a strong first script here that tells the viewers what to expect and establishes its characters as well as it does its tone. There are a lot of ways it could go wrong and the writing of Jane isn't just a minor flaw, but it's definitely still a winner on the whole.


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