CHANGES TO DIVISION 100 OF THE STANDARD SPECIFICATIONS

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1 Division 100 DIVISION 100 The following Supplemental Specifications, which have been previously approved by the Specifications Committee and are included in current projects as appropriate, have been incorporated into the Standard Specifications for Highway Construction, Edition of 2014: SS SS SS SS SS SS SS SS SS Required Contract Provisions for State Construction Jobs Manual for Assessing Safety Hardware (MASH) Bidding Requirements and Conditions Determination of DBE Participation Construction Control Markings Equipment and Material Storage on Bridge Structures Control of Work Worker Visibility Protection of Water Quality and Wetlands The errata for the 2003 Edition have been incorporated into the 2014 Edition, along with the following (a) & (b) (c) (c) Addition or changes made to abbreviations of: ADA, DEPT, LRFD, MUTCD, MASH, AB, STAA. Definition of Professional Engineer. Definition of Professional Surveyor Reference to AR code in 3 rd paragraph corrected Revised deadline for purchasing plans, proposal forms and specifications prior to bid opening Clarification of minimum/maximum unit bid prices (b)(1) Change to certification statement for iron or steel products Updated standard governing significant digits Split required contract provisions into (a) Federal Aid and (b) Non-Federal Aid Changes to monument restoration by a Professional Surveyor

2 DIVISION 200 Division 200 Division 300 The following changes have been incorporated into the 2014 Edition. The location and brief description of the changes are shown below: 200 Minor grammatical changes. DIVISION 300 The following supplemental specification, which has been previously approved by the Specifications Committee and is included in current projects as appropriate, has been incorporated into the Standard Specifications for Highway Construction, Edition of 2014: SS Compaction of Aggregate Base Courses Added waiver of further tests for PL and LL if first 5 tests show non-plastic material (b) Deleted PM Portland Cement; Limits Slag-Modified Portland Cement to 25% maximum; Changed ground granulated blast furnace slag to slag cement (b) Deleted PM Portland Cement; Limits Slag-Modified Portland Cement to 25% maximum; Changed ground granulated blast furnace slag to slag cement (c) Changed calibration of machines testing concrete cylinders to 12 months, not to exceed 13 months

3 Division 400 DIVISION 400 The following Supplemental Specifications, which have been previously approved by the Specifications Committee and are included in current projects as appropriate, have been incorporated into the Standard Specifications for Highway Construction, Edition of 2014: SS SS SS SS SS SS Polymer/Latex Modified Cationic Emulsified Asphalt for Asphalt Surface Treatments Production Verification of Asphalt Concrete Hot Mix Design and Quality Control of Asphalt Mixtures Mineral Aggregates Density Testing for ACHM Leveling Courses and Bond Breakers Asphalt Concrete Cold Plant Mix Asphalt penetrating prime deleted (d) (e) (g) asphalt being tested begins to drip changed to asphalt fails to comply asphalt being tested begins to drip changed to asphalt fails to comply Asphalt penetrating prime deleted Asphalt penetrating prime temperature limits deleted (a) (a) (b) Defined quantity of one gallon sample of PG AB to be used in mix design. Eliminated specified quantities of aggregate samples. AASHTO standards updated Note 2 AASHTO standard updated. Table Note added to Sodium Sulfate Soundness. Table Note 1 changed to 2, Note 2 changed to 3. Table Table adjusted, AASHTO standards updated Heading added to Subsection (c) (b)(1) (c) (a) changed to (c) First sentence of 2 nd paragraph deleted. Spelling of calibrated corrected. quick setting CSS-1h changed to CQC-1h

4 Division 500 DIVISION 500 The following Supplemental Specifications, which have been previously approved by the Specifications Committee and are included in current projects as appropriate, have been incorporated into the Standard Specifications for Highway Construction, Edition of 2014: SS SS Installation of Tie Bars Installation of Dowel Bars and Tie Bars (a) (b) (e)(3) (f)(2) (g) (h)(1)a Deleted PM Portland Cement; Limits Slag-Modified Portland Cement to 25% maximum; Changed ground granulated blast furnace slag to slag cement. AHTD Test Method 530 deleted and replaced by AASHTO T 71; compressive strength requirement added. Second paragraph detailing air content deleted. Changed ground granulated blast furnace slag to slag cement. AASHTO standard changed to ASTM standard. AASHTO standard changed to ASTM standard (h)(2)a Backer rod filler Type 2 changed to Type (h)(2)d (h)(2)e & f (i)(1), (2), (4), & (5) (a) (b) AASHTO standard changed to ASTM standard. Type 6 joint sealer eliminated; Type 7 joint sealer renumbered to become Type 6. AASHTO standard changed to ASTM standard. AASHTO standards changed to ASTM standards. Paragraph detailing air content deleted from Subsection (e)(3) inserted into this Subsection. Changed ground granulated blast furnace slag to slag cement. Portland Cement Association Design and Control of Concrete Mixes added as procedural source for mix design by Contractor. Changed ground granulated blast furnace slag to slag cement. Spelling of commercial corrected (l)(3) Added reference to ASTM C AASHTO standard changed to ASTM; AASHTO standards updated; certification statement reworded Type of Approach Gutters deleted Type 6 joint sealer eliminated

5 Division 600 DIVISION 600 The following Special Provisions and Supplemental Specifications which have been previously approved by the Specifications Committee, and are included in current projects as appropriate, have been incorporated into the Standard Specifications for Highway Construction, Edition of 2014: SS SS SS SS SS SS Water for Vegetation Maintenance of Traffic Retroreflective Sheeting for Traffic Control Devices in Construction Zones Inspection of Traffic Control Devices in Construction Zones Pipe Culverts for Side Drains Pipe Culverts Precast Reinforced Concrete Box Culverts Wattles Triangular Silt Dikes (a) (b) Table Table Table (b)(2) (d) Updated FHWA website address. Eliminated Type VII sheeting for signs; sheeting requirements for traffic drums and delineators deleted; Deleted Deleted Deleted Expanded on process of automatic adjustments of bids if maximum unit price is exceeded. Deleted language requiring payment recovery and/or withholding Deleted phrase of like cross-sectional shape from SS Design certification by PE moved to new subsection, Design Formerly Construction Requirements, changed to Design ; (a) (b) New subsection on design requirements for LRFD box culverts. New subsection on design requirements for cast in place box culverts not designed by LRFD standards. Formerly Method of Measurement and Basis of Payment, changed to Construction Requirements New subsection # for Method of Measurement and Basis of Payment

6 Division (c) & (f) Updated AASHTO standard; added ASTM standard (a)(3) (f) Changed AASHTO standard to ASTM standard. Eliminated references to VHS tape Changed VHS tape to video (d) Changed AASHTO M 298 to ASTM B (a)(1) (a)(2) (b)(3) (a) Added U1 after AWPA. Updated AASHTO standard. Updated AASHTO standard. Updated AASHTO standard (c) Changed AASHTO M 298 to ASTM B (d) (a)(1) (c) (d) (d) (g) (m) (d) (a) (e) (g) Updated standards and Section referenced. Frequencies of acceptance sampling and testing referenced to Subsection Wildflower seed mixture increased. Expanded on process of automatic adjustments of bids if minimum unit price is not met. Changed Baled Straw Ditch Checks to Baled Straw Filter Barrier; modified description as needed. Removed natural drainage channels from Diversion Ditch description and added appropriate areas. Added more allowable areas for discharge of runoff. Changed Baled Straw Ditch Checks to Baled Straw Filter Barrier; Removed word advanced. Removed final stabilization of the area has been accomplished and added the Engineer determines the items are no longer required. ; noted that temporary erosion control items/devices must be removed before the NOT has been submitted. Changed baled straw ditch checks to baled straw filter barriers. Added sentence about overflow area construction (d) & (d) Changed Baled Straw Ditch Checks to Baled Straw Filter Barriers Changed AASHTO M 298 to ASTM B (b) (b) Provided guidelines for additional control points. Provided guidelines for additional control points Corrected spelling of pentachlorophenol

7 Division 700 DIVISION 700 The following Special Provisions and Supplemental Specifications, which have been previously approved by the Specifications Committee and are included in current projects as appropriate, have been incorporated into the Standard Specifications for Highway Construction, Edition of 2014: SS SS SS SS SS SS SS SS Concrete Pull Box Design and Material Requirements for Span Wire Support Poles Design and Material Requirements for Traffic Signal Mast Arms and Poles Design and Material Requirements for Traffic Signal Pedestal Poles Reflectorized Paint Pavement Markings Thermoplastic Pavement Marking Material Permanent Pavement Marking Tape General Requirements for Signs Temporary Impact Attenuation Barrier Updated MUTCD reference (b),(d), & (e) (b),(d), (e) & (h) Changed AASHTO M 298 to ASTM B 695. Changed AASHTO M 298 to ASTM B (b)&(e) Changed AASHTO M 298 to ASTM B Updated materials requirements (c) Numerous Changes: Eliminated solventborne paint and associated requirements. Updated various standards and specifications throughout. Changed requirements of RPM to ASTM D Eliminated requirements Plowable Pavement Marker Section deleted (c) Removed delineators Corrected spelling of Alclad Added Type VIII sheeting. Updated AASHTO standard

8 Division 700 Division Added relocation item (b) Added phrase, is non-gating, redirective and DIVISION 800 The following Supplemental Specifications, which have been previously approved by the Specifications Committee and are included in current projects as appropriate, have been incorporated into the Standard Specifications for Highway Construction, Edition of 2014: SS SS SS Installation of Dowel Bars and Tie Bars Paint Color Installation of Dowel Bars and Tie Bars Driven Steel Piling by Method B Steel Shell Piles Transitional Approach Railing Armored Joint with Neoprene Strip Seal Corrected spelling of undercut (a) Deleted PM Portland Cement; Limits Slag-Modified Portland Cement to 25% maximum; Changed ground granulated blast furnace slag to slag cement (a) (a) (b) (e)(3) (g) (b) (c) (e) (b) New requirements for alkalis in cement and cementitious material. Added moderate heat of hydration (MH) to Type II cement. Changed AHTD Test Method 530 to AASHTO T 71 and FA compressive strength. Changed chlorides to intentionally added chlorides or chloride containing compounds as a functional ingredient. Changed ground granulated blast furnace slag to slag cement. Added Portland Cement Association design procedure. Changed Type II cement to Type II (MH). Changed ground granulated blast furnace slag to slag cement. Reworded third paragraph

9 Division (a)(1), (3) & (4) Changed AASHTO M 171 to ASTM C171; added the word performance to (3) & (4) (a)(5) Changed AASHTO M 148 to ASTM C (d) Changed ASTM D 224 Type I to ASTM D6830 Class S Type IV (e) Changed AASHTO M 138 to ASTM B (b)(3) Changed color standard 595 A to 595 B (a) (a) (g) (a) (f)(1) (f)(2)d & f (g) Added sentence, The use of longitudinal screeds on spans with a horizontal curve is prohibited. Added in a line. The use of split pours for multiple units in a prestress line will not be permitted. to 3 rd paragraph. Added or as specified, to compressive strength requirements. Added sentence, Shop drawings for prestressed concrete structures or components shall be submitted to the Engineer for review and approval before fabrication begins. Updated title of publication; added or permanent marking Added or as specified, to compressive strength requirements. Updated title of publication (a) Changed ASTM D 260 to ASTM D (2001) (a) Changed AASHTO M 53 to M 322 Type A. Added Mill test reports shall be submitted for reinforcing steel (d) Changed AASHTO M 284 to ASTM A775; changed Annex reference to A Changed AASHTO M 284 to ASTM A Added reference to LRFD Design Specifications (h) (e) (b)(2) (b)(2) (c)(8) Added Unless otherwise specified in the plans, the Added 3 rd paragraph about optional preboring. Phrase, Except as noted herein, piling added before 1 st sentence; added to end of 1 st paragraph. In 3 rd bullet, changed another to a. In 2 nd bullet, changed another to a Added word approaches to 1 st sentence (c) (a) (a) Changed AASHTO M 298 to ASTM B695 Added When spans are supported by falsework, railings to 1 st sentence. Added the word Metal to beginning of 1 st sentence

10 Division (a) Specified BOP for Metal bridge railing; added preparation of shop drawings Updated AISC Categories (a)&(b) (a)&(b) Updated ASTM standards. Changed AASHTO standards to ASTM Changed some AASHTO standards to ASTM Added yield strength requirement (a)(b)&(c) Changed AASHTO standards to ASTM Changed AASHTO standard to ASTM Deleted ANSI reference (a)&(b) Deleted ANSI reference Changed AASHTO standard to ASTM (a)&(b) Deleted ANSI references Deleted ANSI reference Deleted ANSI reference (b) Deleted ANSI reference Added phrase, unless otherwise noted in the plans Changed AASHTO standard to ASTM (d)(3) Deleted below and added in Table (a) (a)(2) Deleted last paragraph. Changed AASHTO standard to ASTM In 3 rd paragraph, changed minimum thickness to nominal thickness (b)1&2 Changed nominal dimension to plan dimension Added bent/pier number to marking requirement. 809 Major modifications; added pay items Armored Joint with Neoprene Strip Seal & Silicone Joint Sealant and respective requirements. 810 Deleted Section 810, Closed Cell Joint Filler (g) Changed Type IV to Type II, Class I (a)(4) Updated AWPA standard and preservatives (d) Changed AASHTO M298 to ASTM B (g) (a) Changed AASHTO standard to ASTM. Updated AWPA standard Changed AASHTO standard to ASTM

11 Division

CITY OF EDMOND STANDARD SPECIFICATIONS FOR CONSTRUCTION Edition

CITY OF EDMOND STANDARD SPECIFICATIONS FOR CONSTRUCTION PURPOSE, INTENT AND INTERPRETATION OF SPECIFICATIONS The purpose of these Specifications is to establish, where applicable, minimum acceptable standards