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Northlake 635(2)-LR 961227SUMMARY OF LABORATORY TEST RESULTS Boring Depth Soil Description No. Feet Class 1 0 CLAY, brown, (Fill} CH I 1 CLAY, brown, (Fill) 1 2 CLAY, brown, (Fill) CH CH 1 3 LIMESTONE, grey, (Fill) Ls 1 4 CLAY, dark brown, 1 5 CLAY, dark brown, I 6 CLAY, dark brown, 2 0 CLAY, dark brown, (Fill) 2 1 CLAY, dark brown, (Fill) 2 2 CLAY, dark brown, (Fill) 2 3 CLAY, dark brown, 2 4 CLAY, dark brown, 2 5 CLAY, tan, 2 6 CLAY, tan, CH CH CH CH CH CH CH CH CH CH Water Content % 25.7 19.8 15.4 29.9 31.3 21.7 24.6 24.2 27.8 22.9 25.9 25.5 Dry Unit Weight pcf 101 108 97 99 95 102 101 95 107 lO0 101 Liquid Limit % CT Job No Dat, Plastic Inde: % : 96.864 : 12127196 Unconfined Unit Compressive Strain Strength ksf oreTest · SUMMARY OF LABORATORY TEST RESULTS Boring Depth Soil Description No. Feet Class Water Content 3 0 CLAY, dark gray, (Rill CH 40.3 3 1 CLAY, dark grey, (Fill) CH 16.5 3 2 CLAY, dark grey, CH 24.4 3 3 CLAY. dark grey. CH 26.3 3 4 CLAY, dark gray, CH 27.0 3 5 CLAY, tan, CH 30.6 3 6 CLAY, tan, CH 29.3 4 O CLAY, dark brown, (Fill) CH 30.2 4 I CLAY, dark brown, (Fill) CH 19.6 4 2 CLAY, dark brown, (Fill) CH 20.4 4 3 CLAY, dark brown, (Fill) CH 4 4 CLAY, dark brown, (Fill) CH 23.2 4 5 CLAY, dark brown, (Fill) CH 13.7 4 6 CLAY, dark brown, (Rill CH 19.7 D~ U~t Weight pcf 107 106 103 101 97 89 101 Liquid Umit % CT Job No Dat; Plastic, Inde) % : 96.864 : 12127196 :y Unconfined Unit Compressive Strain Strength ksf % C ~'eTest SUMMARY OF LABORATORY TEST RESULTS Boring Depth Soil Description No. Feet Class 5 0 CLAY, dark brown, (RII) 5 I CLAY, dark brown, (Fill) CLAY, dark brown, (R~I) 5 3 CLAY, tan, 5 4 CLAY, tan. 5 5 CLAY, tan, 5 6 CLAY, tan, CH CH CH CH CH CH CH Water Content 24.3 20.5 12.2 22.0 28.1 28.4 30.2 Dry Ur~t Weight pcf 95 103 120 97 lO0 96 99 Uquid Umit % CT Job No, Dat( Plastici Inde~ % : 96.864 : 12/27196 Unconfined Unit Compressive Strain Strength ksf % )reTest ABSORPTION/SWELL TEST RESULTS CT Job No.: 'Date: Boring Depth In-Situ In-Situ Final Surcharge No. Dry Unit Water Water Pressure Weight Content Content Feet pcf % % psf 1 1 91 27.9 29.1 125 I 3 99 17.0 22.3 375 1 5 92 30.4 31.5 625 2 2 101 24.3 25.6 250 2 4 97 25.8 27.8 500 2 6 96 27.8 29.2 750 3. I 98 23.3 23.5 125 3 3 95 26.0 26.3 375 3 5 92 29.5 30.6 625 4 2 92 28.1 28.8 250 4 4 105 19.7 20.3 500 4 6 104 20.2 20.6 750 5 1 91 36.7 38.7 125 5 3 89 31.0 32.1 3:75 5 5 100 17.8 20.3 625 PROCEDURE: In-situ water content sample (2.50 inch diameter x 0.75 inch) placed in con surcharge pressure equal to the in-situ pressure applied, free water made a~ the sample, and sample allowed to swell completely. Load removed and fin content determined. 96.864 12/27196 Vertical Swell 0.53 0.00 0.40 1.20 2.00 1.33 0.13 0.13 1.47 0.80 0.00 0.00 1.47 0.27 1.20 ining ring, ailable to water c~ retest Project : Location : Client : Job No. : 30' 112' Boring Locations Post-Injection Testing Coppell, Texas Hooper Engineering Labs., 96.864 27 Irlc, Dec NORTH SCALE mber 96 LOG OF BORING PROJECT: Moisture Testing BORING NO: I / / CLIENT: Hooper Engineering Labs. LOCATION: Copp~lI, Texas JOB NO: 96.864 BORING TYPE: Conti~tuous Sample DATE: 12/12/96 DRILLER: Hooper GROUND ELEV/~TION: - / . , Legend: I B-Bag · - e. ~"'vJ c (g)~ S - Shelby Tube / C - Core '? .~ I~ E e; ~ ~ P- STD Penetration Test / X- NO Recovery ' E~ _~ ~.,~° _~: ~ .-° T- THD Cone Penetration Test /! V - Water Table ~ (~ ~' =: I- Description of StratUm / S 1.so _ ~/--~ S 3.so Brown clay, very stiff & moist (Fill) · X 3.0'- -- S 4.~+ Grey Limestone, medium lard & dry ~{i-iil} t 4.0' T S 1.so / _ S 1.so Dark brown clay, stiff & moist! - S 1.so _ 10 _ End of boring 7' _ 15 _ 20 _ 25 _ 3o _ 35 _ 4o _ "' LOG Of BORING PROJECT: Moisture Testing BORING NO: 2 / / CLIENT: Hooper Engineering labs. LOCATION: Copplll, Texas JOB NO: 96.864 BORING TYPE: Conti~uous Sample DATE: 12/12/96 DRILLER: Hooper GROUND ELEVATION: - / ~ '~.Q i-- EO I~ ~t; O ~ P- STD Penetration Test l/ X - No Recovery ,~ I;; .~ ,- ~ ~ ~ T - THD Cone Penetration Test | ~' - Water Table Description of Strat 4.S* 1 $ 3.oo Dark brown clay, Ye~ stiff & moist (Fill) / S 3.0' ZOO 2.00 s S 3.so Dark brown clay, very stiff & moist 5.0' $ 3.oo lan clay, very sti~ & moist 10 End of boring 7' 15 20 25 30 35 40 ~' LOG OF BORING ~''~ I PROJECT: Moisture Testing BORING NO: 3 / CLIENT: HooperEngineering Labs. LOCATION: ColpelI, Texas JOB NO: 96.864 BORING TYPE: Cor~tinuous Sample DATE: 10116195 DRILLER: Hooper GROUND ELE~/ATION: - · - u. = Legend: / B-Bag ~ ~. ~ ~ = ~ S-She~byT.bo~ / C-Cor, · - ~_1-.- Om U. 0 I~' I~ ; ~: P- STD Penstratlon Test / X- No Recovery 'e- [ ,~ ; e- ~ ~ T - THD Cone Penetration Test ! ~' - Water Table Q m "" "- ~-- Description of Stratum t $ Dark !Ire}/cia}/, hard & moist (Fill) , 2.0' S zoo Dark grey clay, very stiff & moist / - s S 1 .TS ~ / $ a.oo lan clay, very stiff & moist _ 10 End of bodng 7' _ 15 20 - 25 - $0 - 40 - LOG OF BORING ' PROJECT: Moisture Testing BORING NO: 4 / / CLIENT: Hooper Engineering Labs. LOCATION: Copp~ll, Texas JOB NO: 96.864 BORING TYPE: Contir~uous Sample DATE: ¶01t6/95 DRILLER: Hooper GROUND ELEVA~TION: - / ~ ~ ~ ~ ~ ~ ~ T -~D Go~e Pe~Uon Te~ /~ -W~er Table ~ ; ~ ~ ~ Desc~ption of Stmtu~ / 8 4.~. Da~ brown da~, ha~ [ moi~ (Fill) ~ S 4.s. S 4.s+ ~ S 4.5+ 10 End of bodng ~ ' 15 "'" LOG OF BORING PROJECT: Moisture Testing BORING NO: 5 ' m / CLIENT: Hooper Engineering Labs. LOCATION: Copp~ll, Texas / JOB NO: 96.864 BORING TYPE: Conti~uous. Samplei DATE: ¶2/26196 DRILLER: Hooper GROUND ELEVJ~TION. - / · . Legend: | B-Bag ~ he .e_ ~ c --.. $ - Shelby Tube / C - Core _ ~1- o~ ,? o I~ E --' '~ ~: P-STDPenetrationTest / X-NoRecovery , ~ .~e M.~..~° _~ ~. .,~°° T- THO Cone Penetration Test ! V- Wal:er Table Description of Stmttm S 2,25 Dark brown clay, very stiff & moist S 4.5+ ~ 3.0' s ~ S 2.25 'I ' S 2.50 Tan clay, very stiff & moist S 2.75 / S 2.50 ,/ End o[ rin~ 15 20 25 30 :~ 40