AWUB_16-0004_Drawings.pdf
PDF 1 MB Posted
- Attached to
- Repair Airfield Pavement, North Apron
- Solicitation number
- FA4608-15-R-0002
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Attch 7 Drawings
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| Qustions_apron_2.docx | DOCX document | |
| Initial_Phase_Demo_Wash_Rack.png | PNG image | |
| Soil_Boring_Document.docx | DOCX document | |
| image2015-01-14-130422.pdf | ||
| RFI's_-_Repair_Airfield_Pavement_North_Apron_Barksdale_AFB_total_questions.docx | DOCX document | |
| Thisone.docx | DOCX document | |
| FA4608-15-R-0002 _Amendment_1.pdf | ||
| Insurance.doc | DOC document | |
| Attachment_3_-_AF66.pdf | ||
| Attachment_5_Wage_Determination.pdf | ||
| Solicitation_signed.doc | DOC document | |
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Text version
FA4608-15-R-0002
Attachment 7
1/2" MIN. 5/8" MAX.
JOINT SEALANT
(DOW CORNING
888 OR EQUAL)
5/8" BACKER ROD
1/4" (TYP)
1" MIN., 1 5/8" MAX.
SAW CUT CONSTRUCTION JOINT DETAIL
BUTTED JOINT
1/2" MIN. 5/8" MAX.
JOINT SEALANT
(DOW CORNING
888 OR EQUAL)
5/8" BACKER ROD
1/4" (TYP)
1" MIN., 1 5/8" MAX.
SAW CUT CONTRACTION JOINT DETAIL
INITIAL SAW CUT (1/8")
3"
WIDTH VARIES
DRILL AND GROUT WITH
EPOXY BONDING AGENT
(PER LADOT SPEC.,
SECTION 1017, TYPE I)
SMOOTH EPOXY COATED
DOWEL, 1" DIA., 15" O.C.
ALL 4 SIDES
DIA. + 1/8"10"
L / 2
20"
COMPACTED AGGREGATE
BASE MATERIAL
FINISH SURFACE
TO MATCH EXISTING
FULL DEPTH RIGID PAVEMENT SLAB REPAIR DETAIL
WOVEN GEOTEXTILE FABRIC
(AMOCO 2000 OR EQUAL)
New Pavement Existing
Pavement
Existing
Pavement
PAINT AND OIL
12"
FA4608-15-R-0002
Attachment 7
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