For highway construction oregon department of transportation salem, oregon

SP02010 (2015 Specifications: 11-13-14)

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SP02010 (2015 Specifications: 11-13-14)

SECTION 02010 - PORTLAND CEMENT

SP02050 (2015 Specifications: 06-25-15)

SECTION 02050 - CURING MATERIALS

(Follow all instructions. If there are no instructions above a subsection, paragraph, sentence, or bullet, then include them in the project. The specifications may be modified to include project specific specifications, but all additions, deletions, or modifications must be sent to the ODOT Technical Resource and Senior Specifications Engineer for review and approval.)
Comply with Section 02050 of the Standard Specifications modified as follows:
02050.00  Scope - Replace this subsection, except for the subsection number and title, with the following:
This Section includes the requirements for liquid compounds, polyethylene films, and curing blankets used to cover concrete and other surfaces to retain moisture and to cure.
02050.10  Liquid Compounds - In the paragraph that begins "Furnish liquid membraneforming…", replace "AASHTO C 309" with "ASTM C 309".
02050.40  Liquid Evaporation Reducer Compounds - Delete this subsection.

SP02190 (2015 Specifications: 10-15-15)

SECTION 02190 - PRESERVATIVE TREATMENT OF LUMBER

(Follow all instructions. If there are no instructions above a subsection, paragraph, sentence, or bullet, then include them in the project. The specifications may be modified to include project specific specifications, but all additions, deletions, or modifications must be sent to the ODOT Technical Resource and Senior Specifications Engineer for review and approval.)
Comply with Section 02190 of the Standard Specifications modified as follows:
02190.20 Drying Time - Replace this subsection with the following subsection:
02190.20 Drying After Treatment - When using waterborne preservatives, as defined in AWPA P5, dry items according to AWPA T1, Section 7.
During the drying period and until the treated items are installed on the Project, separate each layer of treated items using spacers that are at least 1/2 inch thick.
The maximum moisture content shall be 19 percent prior to installation.
Collect all spacers and other treated wood waste from the construction site and dispose of them according to 00290.20.

SP02320 (2015 Specifications: 11-13-14)

SECTION 02320 - GEOSYNTHETICS

(Follow all instructions. If there are no instructions above a subsection, paragraph, sentence, or bullet, then include them in the project. The specifications may be modified to include project specific specifications, but all additions, deletions, or modifications must be sent to the ODOT Technical Resource and Senior Specifications Engineer for review and approval.)
Comply with Section 02320 of the Standard Specifications modified as follows:
(Use the following subsection .10(c-1-a) when geotextiles are included in the project.)
02320.10(c-1-a)  Geotextiles - Replace the bullet that begins "Minimum average roll values…" with the following bullet:
Minimum average roll values for each of the specified properties from the same production run as the delivered material.
(Use the following subsec.10(c-1-b) when mechanically stabilized earth retaining wall geogrid is included in the project.)
02320.10(c-1-b)  Geogrids - In the paragraph that begins "For mechanically stabilized earth…" replace the bullet that begins "Minimum average roll values…" with the following bullet:
Average roll values for each of the specified properties from the same production run as the delivered material.
02320.20  Geotextile Property Values - Replace Table 023201 through Table 023206 with the following tables:

Table 023201 Geotextile Property Values for Drainage Geotextile ^{1, 2}
Geotextile Property	ASTM Test Method	Units	Geotextile Property Requirements
			Type 1		Type 2
			Woven	Nonwoven	Woven	Nonwoven
Grab Tensile Strength (minimum) Machine and Cross Machine Directions	D 4632	lb	180	115	250	160
Grab Failure Strain (minimum) Machine and Cross Machine Directions	D 4632	%	< 50	≥ 50	< 50	≥ 50
Tear Strength (minimum)	D 4533	lb	67	40	90	56
Puncture Strength (minimum)	D 6241	lb	370	220	495	310
Apparent Opening Size (AOS) (maximum) U.S. Standard Sieve	D 4751	—	40	40	40	40
Permittivity (minimum)	D 4491	sec^-1	0.5	0.5	0.5	0.5
Ultraviolet Stability Retained Strength (minimum)	D 4355 (at 500 hours)	%	50	50	50	50
¹ All geotextile properties are Minimum Average Roll Values (MARV). The test results for any sampled roll in a lot shall meet or exceed the values shown in the table. ² Woven slit film geotextiles (geotextiles that are made from yarns of a flat, tape-like character) are not acceptable.

Table 023202 Geotextile Property Values for Riprap Geotextile ^{1, 2}
Geotextile Property	ASTM Test Method	Units	Geotextile Property Requirements
			Type 1		Type 2
			Woven	Nonwoven	Woven	Nonwoven
Grab Tensile Strength (minimum) Machine and Cross Machine Directions	D 4632	lb	250	160	315	200
Grab Failure Strain (minimum) Machine and Cross Machine Directions	D 4632	%	< 50	≥ 50	< 50	≥ 50
Tear Strength (minimum)	D 4533	lb	90	56	110	80
Puncture Strength (minimum)	D 6241	lb	495	310	620	430
Apparent Opening Size (AOS) (maximum) U.S. Standard Sieve	D 4751	—	40	40	40	40
Permittivity (minimum)	D 4491	sec^-1	0.5	0.5	0.5	0.5
Ultraviolet Stability Retained Strength (minimum)	D 4355 (at 500 hours)	%	70	70	70	70
¹ All geotextile properties are Minimum Average Roll Values (MARV). The test results for any sampled roll in a lot shall meet or exceed the values shown in the table. ² Woven slit film geotextiles (geotextiles that are made from yarns of a flat, tape-like character) are not acceptable.

Table 023203 Geotextile Property Values for Sediment Fence ¹
Geotextile Property	ASTM Test Method	Units	Geotextile Property Requirements
			Supported	Unsupported
			—	Elongation ² ≥ 50%	Elongation ²  50%
Grab Tensile Strength (minimum) Machine and Cross Machine Directions	D 4632	lb	90 90	120 100	120 100
Apparent Opening Size (AOS) (maximum) U.S. Standard Sieve	D 4751	—	30	30	30
Permittivity (minimum)	D 4491	sec^-1	0.05	0.05	0.05
Ultraviolet Stability Retained Strength (minimum)	D 4355 (at 500 hours)	%	70	70	70
¹ All geotextile properties are Minimum Average Roll Values (MARV). The test results for any sampled roll in a lot shall meet or exceed the values shown in the table. ² Measured according to ASTM D 4632.

Table 023204 Geotextile Property Values for Subgrade Geotextile (Separation) ¹
Geotextile Property	ASTM Test Method	Units	Geotextile Property Requirements
Geotextile Property	ASTM Test Method	Units	Woven	Nonwoven
Grab Tensile Strength (minimum) Machine and Cross Machine Directions	D 4632	lb	180	113
Grab Failure Strain (minimum) Machine and Cross Machine Directions	D 4632	%	< 50	≥ 50
Tear Strength (minimum)	D 4533	lb	68	41
Puncture Strength (minimum)	D 6241	lb	371	223
Apparent Opening Size (AOS) (maximum) U.S. Standard Sieve	D 4751	—	30	30
Permittivity (minimum)	D 4491	sec^-1	0.05	0.05
Ultraviolet Stability Retained Strength (minimum)	D 4355 (at 500 hours)	%	50	50
¹ All geotextile properties are Minimum Average Roll Values (MARV). The test results for any sampled roll in a lot shall meet or exceed the values shown in the table.

Table 023205 Geotextile Property Values for Embankment Geotextile ¹
Geotextile Property	ASTM Test Method	Units	Geotextile Property Requirements
Geotextile Property	ASTM Test Method	Units	Woven	Nonwoven
Grab Tensile Strength (minimum) Machine and Cross Machine Directions	D 4632	lb	315	200
Grab Failure Strain (minimum) Machine and Cross Machine Directions	D 4632	%	< 50	≥ 50
Tear Strength (minimum)	D 4533	lb	110	80
Puncture Strength (minimum)	D 6241	lb	620	430
Apparent Opening Size (AOS) (maximum) U.S. Standard Sieve	D 4751	—	30	30
Permittivity (minimum)	D 4491	sec^-1	0.02	0.02
Ultraviolet Stability Retained Strength (minimum)	D 4355 (at 500 hours)	%	50	50
¹ All geotextile properties are Minimum Average Roll Values (MARV). The test results for any sampled roll in a lot shall meet or exceed the values shown in the table.

Table 023206 Geotextile Property Values for Pavement Overlay Geotextile ¹
Geotextile Property	ASTM Test Method	Units	Geotextile Property Requirements
Geotextile Property	ASTM Test Method	Units	Nonwoven
Grab Tensile Strength (minimum) Machine and Cross Machine Directions	D 4632	lb	100
Grab Failure Strain (minimum) Machine and Cross Machine Directions	D 4632	%	≥ 50
Asphalt Retention (minimum)	D 6140	oz./sq.ft.	2.8
Melting Point (minimum)	D 276	F	300
¹ All geotextile properties are Minimum Average Roll Values (MARV). The test results for any sampled roll in a lot shall meet or exceed the values shown in the table.

Directory: Region1 Projects -> 19100 Region1 ATM Project
19100 Region1 ATM Project -> For highway construction oregon department of transportation salem, oregon

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