The URL can be used to link to this page

Town Oaks Center-LR 840906 D.FW Engineering & Testing, Inc. P 0 Box 1247 · Euless. Tea&s 76~3g-1247 Phone 817-~10-2622 CLI~T: Mlnvards/Unlvest (JV) JOB NO.-- 84-1273/1274 PNOJ~: Townoaks Centre/Retail Shell C~YL~[IER DA_T~ AGE SLU~, TOTAL C~R~i~ ID~IFICATI~ I/DCATICN MADE DAYS INCHES LOAD,LBS. ST~G~,psi 1-B Pour #1 8~30 7 5 105,800 3742 126 Cu. Yds. 1-C Pour #1 8/30 7 5 103,600 3665 126 Cu. Yds. 2-B Pour #1 8/30 7 5 87,000 3077 234 Cu. Yds. 2-C Pour #1 8/30 7 5 81,100 2869 234 Cu. Yds. CYLIND~ MADE BY: D-FW Engineering & T~sting,' Inc. SP~CIFICATIC~S: 3000 PSI ~ 28 Days Date of Break: 9-06-84 DRILLED PIER LOG "' PROJECT: Minyard Food Store #7 PIER NO: Test '~*' CLIENT: Minyards PIER DIA: 18" :' · JOB NO: 84-1274 BELL DIA: -- 17: DATE: 9-06-84 LOCATION: N-N.E. F.~ , of Pier 69 :!'' Approx. 25'-30' .- ~ ~ [] ~ ~ DESCRIPTION OF STRATUH SOIL CLASS ~ Brown Sandy Clay -;: Brown & Gray Sandy !h ..................................................... ~ Brown ~oisg Sand ..~ Brown & Gray Sllgy Clay '" ~15-- Llght Brown 14-16. -.. ~h£ge h Tan Loose Sand :' --20-- White Sand w/Gravel w/Brown Sandy Clay 21'-23' ':" --25- Reddish Brown w/Gray Sandy Clay . i' -~0.- ~edd~sh Brown & Gray Shaley Clay ~.. ------- Brown Sandy Clay : · ' Bogtom ~ 36' DRILLKD PIER LOG ", PROJECT: Minyard Food Store #7 PIER NO: 70 -~ CLIENT: Minyards PIER DIA: 18" :i,, JOB NO: 84-1274 BELL .DIA: 48" '" DATE: 9-06-84 LOCATION: Area of -' Test Boring #6 !$} (ATEC) ~ < m< DESCRIPTION OF STRATUH SOIL CLASS : ~ Brown & Gray Sandy Clay -$ ~ Red & Brown Sandy Clay Brown Moist Sand w/Some Clay " --10 ~Belling - Material Compressing & Caving. Unable to Bell r-15-- Bottom 0 10' ° O.;W hi' :w k~ & TNInA Mr. DRILLED PIER LOG PROJECT: Minyard Food Store #7 PIER #O: 46 CLIENT: Minyards PIER DIA: 18" JO6 NO: 84-1274 BELL DIA: 48" DATE: 9-06-84 LOCATION: Area of Test Boring ( ATEC ) ~ ~ ~ ~ ~ DESCRIPTION OF STRATUN SOIL CLASS Select Fill J" Red & Gray w/White Sandy Clay -- 5-- Brown w/Depth ~\ Brown Moist Sand -10- ~ .............................. · White & Tan Loose Sand (Dry) '. --15-- ° -20 ...................... : ................................... Bottom 0 20' _35-. -45-- DRILLED PIER LOG PROJECT: Minyard Food Store #7 P~ER #0:69 CLIENT: Minyards PIER DIA: 18" JOB NO: 84-1274 BELL DIA: 48" "' DATE: 9-06-84 LOCATION: Area of Test Boring #6 '- (ATEC) ~ ~ ~ ~ ~ DESCRIPTION OF STRATUN SOIL CLASS Select Fill ~ Brown & Gray Sandy Clay ~ Brown Sandy Clay ' ' Bottom @8' --20-- -45-- D-FW i~l%ss~& · Te~q, br. DRILLED PIER LOG PROJECT: Minyard Food Store #7 P~ER NO: 70 CLIENT: Minyards PIER DIA: ]8" JOB NO: 84-1274 BELL .DIA: 48" ~" DATE: 9-06-84 LOCATION: Area of Test Boring #6 (ATEC) ~ ~ ~ ~ ~ DESCRIPTION OF STRATUH SOIL CLASS , ~ Select Fill Brown & Gray Sandy Clay Red & Brown Sandy Clay Brown Moist Sand w/Some Clay ~Belling - Material Compressing & Caving. Unable to Bell Bottom ~ 10' -20-- DRILLED PIER LOG PROJRCT: Minyard Food Store #7 PIER HO: 69 CLIRNT: Minyards PIKR DIA: 18" J'. JOB #O: 84-1274 BELL DIA: 48" "l:i DATR: 9-06-84 LOCATIOn: Area of :: Test Boring #6 't~ (ATEC) ~ ~ ~ ~ ~ DESCRIPTION OF STRATUM SOIL CLASS Seleeg Fill Brown & Gray Sandy Clay i. Brown Sandy Clay ? '.. ~?.~ Moist Sand "'*! Bottom @8' : -20- ... DRILLED PIER LOG , PROJECT: Minyard Food Store #7 PIER NO: 46 · . CLIENT: Minyards PIER DIA: 18" " JOB NO: 84-1274 BELL DIA: 48" ;"[ DATE: 9-06-84 LOCATION: Area of ~; Test Borlng #7 .. (ATEC) ~ ~ ~ ~ ~ DESCRIPTION OF STRATUH SOIL CLASS ' Select Fill "' -- 5-- Red & Gray w/White Sandy Clay ~: Bpown w/Depth !2~--. i~. -10-- ~ Brown ~oist Sand .. ~*' '-' Wh£te & Tan Loose Sand (Dry) :.;. -15-- o Bottom ~ 20' f)~*W r~j~ N-kj & Yeldk& Mr,. DRILLED PIER LOG PROJECT: Minyard Food Store #7 P~ER NO: Test CLIENT: Minyards PIER DIA: 18" JOB NO: 84-1274 BELL .DIA: -- ~'-' DATE: 9-06-84 LOCATION: N-N E of Pier 69 ' Approx. 25'-30' ~ ~ ~ ~ ~ DESCRIPTION OF STRATUH SOIL CLASS ~ Brown Sandy Clay -5- ;' Brown & Gr..,a_)~ Sand Clay ......... Brown Moist Sand Brown & Gray Silty Clay ' Sandy 11-14 ,-15-- Light Brown 14-16. White & Tan Loose Sand --20-- White Sand w/Gravel w/Brown Sandy Clay 21'-23'__ --25- Reddish Brown w/Gray Sandy Clay --3~ Reddish Brown & Gray Shaley Clay Brown Sandy Clay Bottom 0 36'