Loading...
Chaucer-LR 920723ALPHA TESTING, INC. 2209 Wisconsin St. Suite 100 Dallas, Texas 75229 (214) 620-8911 Client: ~=e~lela Ir~t. ~rr~., C,'0 USA Assoc., Dal~as ~_hau~:e~: ':states, Coppel i , Texas Project Name: Our Report No.: y109~-11 Date: QI~23I 32 i uF-i'T CRAY CLAY ; ~-I ) Soil Classification: 1 U Vf H = 1 C7 w 3 z ~ 1 r 0 30 125 2 ~~ 15 10 i -~ - -+ ~~ 05 -*- ~~~ 00 - -t-~~ -+_~ - IS b IS ~0 75 5 10 15 20 25 30 35 40 45 MOISTURE CONTENT - % ~~ ~* ASTM D-698 Soil I.D. Number: Test Method: Maximum Dry Unit Weight: `'=' • 4 pcf 21.4 Optimum Moisture Content: Liquid Limit ~~ % Plasticity Index =~~ SAMPLE LOCATION: Natural materia~ @ Chaucer S4a. 19+5~. REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL ZERO AIR VOIDS CURVES FOR SPECIFIC GRAVITIES OF 2.80 2.70 2.60 ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Gallas, Texas 75229 //, (214) 620-8911 TESTED FOR: SIEPIELA INTEREST , INC _ C/O USA ASStUC IATE~ , INC . DALLAS, TEXAS PROJECT: TEST DATA: CtiAUCER ESTATES COPPELL, TEXAS REPORT OF FIELD COMPACTION TESTS DATE: 07123/92 OUR RETORT NO. 92097-8A TEST NO. DATE w~wv. pt~T„ ~ol~ Iw NYwwwR o~Tlwuw w011TYww wwxlwuw ~w wwT wwN~ITY ~O~ IN ~ulew wO1~TYww ~ /N ~~wc ORY wwN~ITY ~Cr •ww ewwT COw rA CTION COMMtNT• 29 07/23 LET-4 3 13.7 109.5 13.7 105 96 1-A 30 07/23 LF I -4 i 3 _ 10`3 _ `_-~ l.i . 3 106 9~ 1-A ~1 ~:?/23 LF _; ~ _ i3 .7 10~~ .5 13 _`y 105 96 1-A TEST LOCATION: 2'=s 3G ' ~i . ~ 30 ' '~ , 01= N _ E . CORNER LOT FILL BLOCK A LOT 2 .s0 ir~l1±_~.F< i.,T . ~~ :'~ i t r ;::~_ i ii_.tr.; ~Jt- TL~'4N`rS~Jld ~~Tf-SEE I FILE. 3 i 30 ' ~ ~ . & 30 ' _.. ~~~- ~ . N! . ~" C~~'NE~~: Lv T FILL C3LOCK A LOT 1 1 1. FILL A. TEST RESULTS COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADE B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZED C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS 4. D. RETEST dull ~l A TESTING, IN