Caltrans standard specifications section 90
SECTION 321216 - ASPHALT PAVING
Asphalt concrete surfacing shall conform to Section 39 of the CALTRANS Standard Specifications. Paving shall be done under suitable weather conditions for such operations. Temperatures shall be above 50 deg F (10 deg C) during placement of paving, and shall be above 40 deg F (4.4 deg C) during placement of asphalt treated permeable base.
[DOC File]RFQ 901898 Road Materials - PBWKs and Zone 7
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Materials furnished and references to section numbers under this Request for Quotation (RFQ) shall conform and/or refer to the Caltrans Standard Specifications, dated May 2018 and any amendments thereto. County of Alameda Specifications may override the Caltrans Standard Specifications (CSS) on some occasions, as advised by the County.
[DOC File]SECTION 02540 - Stanford University
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Tests and reports shall be in accordance with the requirements of Section 37-2.03 of the Caltrans Standard Specifications. PART 3 EXECUTION. 3.1 MIXING AND SPREADING EQUIPMENT. A. Mixing and spreading equipment shall be in accordance with the Caltrans Standard Specifications, Section 37-2.04 and 37-2.05, respectively, and as specified herein. B.
[DOCX File]33 47 27 Bioretention Soil - SFPUC
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Materials selected shall be sufficiently permeable to allow water to pass through at a rate equal to or greater than the underlying BSM. Typical mulch recommended for this application includes tree trimming mulch per Caltrans Standard Specification Section 207.02D(6)(a) and (e), or other comparable material (e.g., arbor mulch).
[DOC File]SECTION SP 36 – TRAFFIC SIGNAL SYSTEM
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"SECTION SP 58 – TRAFFIC CONTROL SIGNALS AND APPURTENANCES. SP 58.1 DESCRIPTION. The preceding section of these specifications shall govern this section of the work. The work specified herein includes the following: Furnishing and installing of traffic signal standards and faces, brackets, conduits, pushbuttons, and cables.
[DOCX File]BID PACKAGE - Caltrans
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Said improvements shall be installed at LESSEE's sole expense with no offset granted by the LESSOR. In the event LESSEE wishes to make voluntary improvements on the premises, prior approval from the LESSOR is required. After approval, LESSEE shall secure an Encroachment Permit from the Caltrans Permit Section before commencing any work.
[DOCX File]99SSP_Template - Caltrans DES-PPM&OE
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Use if SSPC-QP 1, QP 2, or QP 3 certification is mandatory (under Standard Specification section 59-2.01A(4)(b)) for structural steel painting work such as bridges, soldier piles, steel column casings, prestressing steel girders, and sign structures.
[DOCX File]Table 6-2.3 Materials Accepted by Certificate ... - Caltrans
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Test results for the tests specified in Section 90-1.01D(6) [90-7.01B ... State that all materials and workmanship comply with the specifications and authorized shop drawings. Copper pipe ... for soil amendment and stabilization products as shown in the table titled "Pollutant Testing Guidance Table" in the Caltrans Construction Site Monitoring ...
[DOC File]City of Antioch, California
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Nothing in these Special Provisions shall relieve the Contractor from his responsibilities as provided in Section 7 1.09, "Public Safety," of the State Standard Specifications. SECTION D 2. (APPLICABLE CALTRANS STANDARD PLANS – May 2006) A-10A A-10B ES-1A ES-1B ES-1C ES-2D. ES-3C ES-4A ES-4B ES-4C ES-4D ES-4E
Napa County Road & Street Standards
Aggregate base material and the placing thereof shall conform to Section 26 of Caltrans Standard Specs. Aggregate base material shall be "Class 2 Aggregate Base," 1 1/2 inch maximum size, or ¾ inch maximum as specified in Caltrans Standard Specs. Subbase material shall be Class 2 in accordance with Section 25 of Caltrans Standard Specs.
[DOCX File]SECTION 32 14 13 Permeable Unit Pavers - SFPUC
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Reference Standards: This section incorporates by reference the latest version of the following documents. These references are a part of this section as specified and modified. Reference. Title. Caltrans. Standard Specifications . San Francisco DPW. Engineering Standard Specifications. ASTM C67.
SECTION 321313 - CONCRETE PAVING
The following documents form part of the Specifications to the extent stated. Where differences exist between codes and standards, the one affording the greatest protection shall apply. Unless otherwise noted, the referenced standard edition is the current one at the time of commencement of the Work.
[DOC File]SECTION 02722-S - Stanford University
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B. Cast-in-place Manhole Bases: Type A concrete as specified in CDT Standard Specifications Section 90. C. Manhole Barrel sections shall be pre-cast concrete of the size and shape shown on the drawings and shall conform to Sections 70-1.02H and 71-1.07 of the CDT Standard Specifications and to ASTM C478.
Subsurface Drain Specifications - USDA
A damaged section shall be removed and a suitable joint made connecting the retained sections. Clay and concrete tile shall be checked for damage from freezing and thawing before it is installed. All material shall be satisfactory for its intended used and shall meet applicable specifications and requirements. Materials
[DOCX File]Caltrans DES-PPM&OE
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Section 90-1.03B(2). Revised concrete curing methods. Section 90-4.01C(1). Revises section to add requirements for precast facilities to input their QC data into the Department's Data Interchange for Material Engineering website. Standard Special Provisions. 2-1.06B. A04-19-19--Section 2-1.06B.
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