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WAYNE TUCKER

ABOUT WAYNE TUCKER

Wayne Tucker specializes in:

Wayne Tucker offers services:

Based on the information received from , associated with Wayne Tucker over the past .

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QUALITY


Wayne Tucker has CheckPermit score of which places them above % of local contractors.
We usually recommend hiring a contractor with a rank of 75 or above.

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PROJECT IMAGES



RECENT PROJECTS


Content Date Cost Contractor Rank Address Contractor
SCORE
61
913 L St Nw, Washington, Dc 20001
Drill one seventy-five foot deep 8 inch diameter soil test boring for geotechnical investigation, utilizing 3. 25 inch hollow stem augers to collect split-spoon samples. Soil test borings will be grouted via tremie pipe method with a 2:1 ratio bentonite:water slurry. All soil and water derived from drilling activities will be contained in 55 gallon steel drums and staged on site. They will be tested and disposed of by cardno atc. See attached work plan.
Date:  December 29, 2014
Contractor: Wayne Tucker

Client: Square 369 Hotel Associates Llc | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500066
2014/12/29061913 L St Nw, Washington, Dc 20001Wayne Tucker
SCORE
61
1104 9th St Nw, Washington, Dc 20001
Drill one, seventy-five foot deep, 8 inch diameter soil test boring for geotechnical investigation, utilizing 3. 25 inch hollow stem augers to collect split-spoon samples. Soil test borings will be grouted via tremie pipe method with a 2:1 ratio bentonite:water slurry. All soil and water derived from dilling activities will be contained in 55 gallon steel drums and staged on site. They will be tested and disposed of by cardno. See attached work plan.
Date:  December 29, 2014
Contractor: Wayne Tucker

Client: Square 369 Hotel Associates Llc | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500067
2014/12/290611104 9th St Nw, Washington, Dc 20001Wayne Tucker
SCORE
61
1112 9th St Nw, Washington, Dc 20001
Drill one seventy-five foot deep 8 inch diameter soil test boring for geotechnical investigation, utilizing 3. 25 inch hollow stem augers to collect split-spoon samples. Soil test borings will be grouted via tremie pipe method with a 2:1 ratio bentonite:water slurry. All soil and water derived from drilling activities will be contained in 55 gallon steel drums and staged on site. They will be tested and disposed of by cardno atc. See attached work plan.
Date:  December 29, 2014
Contractor: Wayne Tucker

Client: Square 369 Hotel Associates Llc | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500065
2014/12/290611112 9th St Nw, Washington, Dc 20001Wayne Tucker
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