Pull_Box_Example_or_Equivalent.pdf
PDF 1 MB Posted
- Attached to
- Repair Electrical Equipment with Pad Mounted on Davis Rd Federal contract opportunity
- Solicitation number
- FA4608-15-R-0006
About this file
Pull Box Example or Equivalent
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| File | Type | Posted |
|---|---|---|
| Clarification_as_of_12_Feb_15.pdf | ||
| Q A__3_Clarifications_as_of_10Feb.pdf | ||
| Q A__2_ _Clarifications_as_of_6_Feb.pdf | ||
| Questions_and_Answers_as_of_3_Feb_2015.pdf | ||
| SOW__AWUB_07-0110_REVISED_27_Jan_2015.pdf | ||
| Feeder_10_fault_current_info.pdf | ||
| Attendance_Sheet.pdf | ||
| Drawings.pdf | ||
| FA4608-15-R-0006.pdf | ||
| Attachment_4_-_WD_LA_150034.pdf | ||
| Attachment_1_-_SOW.pdf | ||
| Attachment_2_-_Environmental_Requirements.pdf | ||
| Attachment_6_-_AF66.pdf | ||
| Attachment_7_-_AFI_32-1001.pdf | ||
| Attachment_3_-_Insurance_Certification.pdf | ||
| Attachment_5_-_BAFBI_33-2.pdf |
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Text version
MATERIALS: General Description:
Concrete 28 day compressive strength: 5,000 Psi.
Cement: TYPE I/II Reinforcing steel is grade 60 with yield strength: 60,000 Psi.
Admixtures will include: Air-entraining agent Superplasticizer agent Accelerator agent
SPECIFICATIONS: Specifications for Deformed and Plain Billet-Steel Bars ASTM A615 for Concrete Reinforcement
Specifications for concrete aggregates ASTM C33
Test Method for Compressive Strength of Cylindrical Concrete ASTM C39 Specimens
Method for Sieve Analysis of Fine and Coarse Aggregates ASTM C136
Test Method for slump of Portland Cement Concrete ASTM C143
Specifications for Portland Cement ASTM C150
Method of Making and Curing Concrete Test Specimens ASTM C192 in the Laboratory
Test Method for Air Content of Freshly Mixed Concrete by ASTM C231 the Pressure Method
Specifications for Air-Entrainment Admixtures for Concrete ASTM C260
Specifications for Chemical Admixtures for Concrete ASTM C494
Recommended Practice for Minimum Structural Design ASTM C857 Loading for Underground Precast Concrete Utility Structures
Specification for Underground Precast Concrete Utility ASTM C858 Structures
Specifications for Design of Concrete using Ultimate Strength ACI 318 Design Methods
LOADING: Design Loading:
Axle Load: HS-20 w/ Impact Wheel Load: 16 Kips Soil Weight (Saturated): 120 Pcf.
Equivalent Soil Fluid Pressure:
Dry Soil = 45 Pcf.
Saturated Soil = 84 Pcf.
Lateral Live Load Surcharge (From Grade to Depth of 8.0 Ft.): 80 Psf.
Soil Cover:
Min. = 2 Ft.
Max. = 5 Ft.
Assumed Water Table Depth: 3 Ft.
DESIGN CRITERIA FOR UNDERGROUND PRECAST CONCRETE STRUCTURES
ASTM C858
Pull Box Example or Equivalent
FA4608-15-R-0006
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F:\Engineering\Archive\CAD files 12-1-2005_12-31-2011\Electrical\4x4x4 PB BTM-STANDARD.dwg, 1/20/2015 1:26:11 PM, pdfFactory
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