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<br /> 2. Conflicts 01300 SUBMITTALS C. Schedule of Tests
<br /> a. In case of conflict within the drawings involving quantities or 1 . Earthwork (Refer to Section 2B for reference Codes and Standards
<br /> within the specifications Involving qualities, the greater 340 Shop Drawings, Products Data and samples and other information) ,
<br /> quantity and the higher quality shall be furnished. All 1, Number of shop drawings, etc. required and the distribution will be a. Tests: (Note that all of the tests listed below may not be
<br /> conflicts should be brought to the Architect' s attention before decided at the pre-construction conference. required for certain sites. Owner, with the recommendation 1130E
<br /> any action such as ordering, installtn , etc. . Is undertaken, of the Architect, shall designate which tests are to be per-
<br /> b. It shall be assumed that the greater quantity and/or higher formed) ,
<br /> quality shall be applicable until the Architect's clarification 01400 QUALITY CONTROL
<br /> can be obtained. (1 ) Laboratory Compaction Tests: Determine maximum dry density S {
<br /> A. General and optimum moisture content for each class of materials
<br /> N
<br /> listed below in accordance with ASTM D-1557.
<br /> . Attention Contractor and All Subcontractors 1 . This section sets forth minimum test and Inspection requirements (a) Site derived fill material . ;
<br /> 1 . 'General Conditions of the Contract for Construction", Document necessary for work under this Contract.
<br /> A201, August 1976 edition, of American Institute of Architects, Is COMPANY
<br /> 2. Tests and inspections enumerated herein are mandatory unless other- (b) Any other material proposed for fill material .
<br /> hereby made a part of this Specification to same extent as if bound wise noted. (2) Plasticity Index: Determine plasticity index of imported
<br /> herein. General Conditions, Including Supplementary Conditions material proposed for fill in accordance with 204-C(MM) .
<br /> 3. Contractor shall glue timely notice to and cooperate with testing
<br /> hereinafter specified shall become a part of Contract, except as agencies as necessary to meet ali specified requirements.
<br /> (3) R Value: Determine the Resistance (r) Value of imported
<br /> superseded by provision of signed Agreement between Owner and 4. Non-Compliance: material proposed for fill in accordance with 301-F(MM) , JNC
<br /> Contractor and apply, to Contractor and all Subcontractors, a. Testing agencies shall continuously compare their test results (4) Steve Analysis Tests: Test building slab base rock material
<br /> Copies of General Conditions may be examined or obtained at or observations with specified requirements; and immediately in accordance with 202-G(MM) ,
<br /> Architect' s office and will be bound to the Contract. report to Contractor and Architect or Owner any conditions or (5) Field Density Tests: Make tests in accordance with one of
<br /> results indicating any non-compliant work or materials . the three approved methods specified below: 9
<br /> 0. It Is directly stipulated that the Contractor shall repair and make good (a) ASTM D-2167 Density of SolI in Place by the Rubber
<br /> damage to adjoining properties or improvements caused by his men or by Balloon Method.
<br /> . iSFREETi
<br /> equipment, including any damage or loss to adjoining tenant or property b. Contractor shall not permit continuance of work, so reported (b) ASTM D-1556 Density of Soil to Place by the Sand Cone
<br /> owners, whether to buildings, paving and landscaping, stocks of until the matter in question has been resolved. Method, r
<br /> merchandise, or trade fixtures. (c) ASTM D-2922 Density of Soil and Soil Aggregate in ( t
<br /> B. Division of Costs Place by Nuclear Methods.
<br /> P. The Contractor shall guarantee all work for a period of one year after 1. Paid by Owner: Tests and inspections specified or required and S
<br /> date of acceptance of the work by the Owner, ordinary wear and tear which will be paid for by Owner shall be limited to those parti- b. Number of Tests :
<br /> excepted. cularly indicated herein under specific sections ,
<br /> 0. Material substitutions shall be allowed only with written approval by 2. Paid by Contractor: (1) Laboratory Compaction Test: At least one test for each
<br /> class of material .
<br /> the Architect, or the Owner. a. All other tests and inspections specified or required to (2) Plasticity Index: At least one test for each type of
<br /> substantiate compliance with specified requirements for quality proposed fill material .
<br /> of material or performance of operation, (3) R Value: At least one test for each type of proposed fill
<br /> 0.1050 FIELD ENGINEERING b. Re-examination of materials previously approved due to change in
<br /> material . I Orify all dimensions measurements
<br /> type or source. (4) Sieve Analysis: At least one test for each sample of and data at the site. Report any
<br /> A. Grades, Lines and Levels c. Retesting or additional testing or inspections, Including loaderrura discrepancies or questions to
<br /> 1 , Datum: See drawings for elevations of grades. The Contractor tests, made necessary by receipt of substandard test results, or are Instruments of material submitted.
<br /> shall be responsible for correctly locating all lines and grades other factors which indicate the work to be below the standards (5) Field Density: At least one test for each layer of each ,and
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<br /> required for construction from the datum. of these specifications, where attributable to Contractor. class o material placed and at least one test for each dayshall be used only Wth the Architects
<br /> 2. Staking: The Contractor shall locate and stake out all gasoline fill is placed in each area of placement.
<br /> d. Repairs or replacements of work damaged by the above specified c. Submittals: Submit samples of each imported material proposed
<br /> facilities retesting or additional testing.
<br /> 3. The Contractor shall be responsible for the correctness of thee. Repair or replacement of work in place which fails to comply for use in sufficient quantities for the required tests.
<br /> layout. Establish location of buried utility lines, and notify with specified test or inspection requirements. 2• Concrete
<br /> Architect in the event of conflict with site survey; do not proceed a. Tests:
<br /> f, Inspection or other charges due to cancellation of scheduled (1 ) Slump: Take slump tests in accordance with ASTM C-143.
<br /> until directed by the Architect, concrete placements, welding or other work requiring testing (2:) Compression Test Cylinders shall be made, stored and tested FO 0 D & LIQUOR 37
<br /> 4. All boundary lines and survey marks, which have been or may be agency inspections. --T
<br /> established on the site shall be carefully preserved and protectedg, The above specified retesting, additional testing, inspection, in accordance with ASTM C-31 . Tests shall be made at 7
<br /> by the Contractor and shall be restored at the Contractor' s expense repairs , or replacements shall be performed or made as directed days and 28 days, with a third cylinder retained for check 15 West G t'a nt)in
<br /> if lost or destroyed as a result of this operation, Replace any by Architect or Owner at no added cost to Owner. when requested.
<br /> wood markers with three foot deep steel rods or pipes, b, Nurrber of Tests: Tracy, Ca
<br /> ( 1 ) Slump: Take one test for each pour or if all concrete is
<br /> 410 Testing Laboratory Services
<br /> 01060 REGULATORY REQUIREMENTS cast in one pour take two slump tests.
<br /> A. Testing Agencies (2) Compression Test Cylinders: One set of 3 cylinders for
<br /> 1 . Tests and inspections paid by Owner will be performed by one or more
<br /> each pour, se it all concrete is cast in one pour take 2 The Customer Cp
<br /> A. Codes and Standards independent testing agencies: or Soils Engineer where specified; or sets, each set to be taken from a different truck.
<br /> 1 . The codes and standards, whether statutory or not, herein specified Project Inspector when so elected and retained by Owner.
<br /> 2. Other tests and inspections shall be performed by one or more P. 0. B ox 886 Benicia , Ca
<br /> shall govern the work and then shall apply as a uniform reference,
<br /> 2. Published editions of Codes and Standards shall be latest edition established independent testing agencies or laboratories regularly
<br /> prior to bidding, or as established by statutory authorities, performing tests and inspections or the types required; and each 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
<br /> 3. The term 'Technical Specifications" as used herein applies to these shall be approved by Architect prior to commencement of work under
<br /> Particular specifications prepared specifically for this project and the Contract. 510 Temporary Utilities
<br /> listed herein. The term 'Standard Specifications" as used herein 3. Reports of tests or inspections performed shall be prepared and A. Provide temporary electrical power.
<br /> applies to Standards and Specifications of the various recognized distributed by testing agencies as directed; one copy each to Owner, B. Provide temporary separate water and toilet facilities all acceptable SH EE'T TITLE
<br /> organizations by which standards of materials or work are set forth. Architect, Structural Engineer and Contractor; and Project Inspector to the requirements of the regulating authorities.
<br /> 4. Material specified by reference to number, symbol or title of a when and if so appointed. 1 . Store facilities shall not be used by the Contractor or his SPECIFICATIONS
<br /> specific standard, such as Commercial Standard, Federal Soecifica- Subcon tractors .
<br /> tions, trade association standard, or other standard, shall comply B. Tests and Inspections
<br /> 520 Temporary Construction
<br /> with requirements latest revision thereof, including amendments, 1. Samples for Testing A. Erect, equip and maintain all construction equipment in strict accord- REVISIONS DATE
<br /> or supplements thereto in effect on issue date of these Specifica- a. As part of work under each section, Contractor shall furnish all ance with all applicable statutues, laws, ordinances or insurance
<br /> tions except as limited to type, class or grade required, materials and samples for all required test; Supplied to places, Provide,n.maintain and remove upon completion oftio
<br /> companies having jurisdiction.
<br /> 5, Materials shall be installed per reference standards when so in quantities and at times necessary; and including cutting, B. The Contractor shall sdic
<br /> specified; otherwise, per manufacturer' s standards, including machining, labeling, packaging and other preparation and trans- work all temporary rigging, scaffolding, hoisting equipment, rubbish
<br /> general or special instructions applicable to the specific material
<br /> Sortation as necessary , chutes, barricades around openings, and excavations, fences and all
<br /> required or particular conditions encountered in the work. b. Specimen samples of materials required to be tested shall be
<br /> other temporary work as required for all work hereunder,
<br /> selected and prepared under direction of Testing Agency. C. Dace Drawn By
<br /> CThe temporary work shall conform to all the requirements of state and
<br /> B. Drawings and Specifications 2. Tests and Criteria for evaluations shall be as included or referred f
<br /> saety
<br /> local authorities and underwriters which pertain to operation,
<br /> 1 . The Technical Specifications shall be the prevailing guide for the to under particular standards by which material are specified, unless Job No. Checked By
<br /> and fire hazard. The Contractor shall furnish and install all items
<br /> Quality and suitability of the materials, equipment and certain otherwise specified or scheduled. Other tests or inspections necessary for conformity with such requirements,whether called for under
<br /> methods used in the work, required shall be as specified or scheduled. the separate divisions of these specifications. SHEET
<br /> 2. Nothing contained therein shall be construed or inferred to permit 3. Frequency of Tests: As specified; otherwise as deemed necessary by
<br /> non-comoliance of materials or work with any applicable code, " testing agency to assure compliance with specified requirements.
<br /> regulation or order. Including the standards of nationally recog-
<br /> nized and accredited organizations by which material or work is
<br /> approved. P IR o N T E D
<br /> 3. Furthur, when codes. standards, etc. , allow work of lesser duality
<br /> ON
<br /> or extent than the Technical Specifications, nothing in said codes SEP 16 1987 OF SHEETS
<br /> and standards shall be construed or inferred as reducing the quallity
<br /> requirements or extent of the drawings and specifications.
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