PA0001-LR020221FROM
FAX NO. :8174882509
Ro ineers
Client:
American Civil Constructors, Inc.
Atto: Mr, Rex Shelley
821 E. Southlakc Blvd.
Southlake TX 76092
Prol,ct:
Service:
McArthur Park
Parkitl~ Expansion
Coppell, TX
Perform In-Pla~¢ Density Ti.st in necordan~ with ASTM Standnrd~,
Aug. 31 2001 01:55AM PS
~ Amlmllldor Row
Dulhs, Tczu ?$24~-,PJ10
(214) 630-~r745
(2z4) 03o-9sz9 {fax)
IN-PLACE DENSITY TESTING
Report No.: 144168
Projeet No.: 025955
Dnle of S~rvice: 02/I 9/2002
P~por t Date: 02/21/2002
PROJECT DATA
Test Methods: ASTM D,,2922 Gaugez Troxler 3430
ASTM D-3017 Gauge Serial No: 3 ! 580
'F~I Mode: P~'
M/D No, Deco, piton
1 Dark Brown Clay
2 Dark Brown Clay
.... Standard Coufles
Moisture Density
Curr~at: 702 Current: 3001
Previmis: 694 :. Pr~iou~: 2775
MOISTURE DENSITY RK!,&TIONS
MoMur, % Dendty I~f
Project Requi~menu
Moisture Densi~
+2 / +4 92 - 98
+2/+4 92- 98
20.5 101,0
19.0 103.0
FIELD DENSITY TESTS
TE~'T PROBE
NO T~'r LOCATION DEFfH
M/I) MOISTURE WET DENSITY ORr DENSrFV DENSITY
No. (%) (l~O (P~ (% msx)
Paving sub~mde
1 10' south x 10' we~t of northeast ~omm-, east 6" [
2 10' ~outl~ × 15' east of northwest comer, cast 6" ]
s~tion, final
Pavi~g
3 F-~t.~tion, ¢~ntor, final 6"
P~vi.g ,-bgrade
4 1 $' north ~ 15' east of southwest tumor, east 6"
section, final
23.6 124.6 I00.8 100'
243 124.8 I00.4
2 21.4 123.3 101.6 99*
2 22.7 126.4 103.0 100'
LIMITATIONS: The test msulu pres~flted he~ein w~re peeparod based upon the spo~iflo snmpIos provided l'br rusting, Wc ~ no rt, spoMibilily for variation in quality
(compo~i~n, appcaranc~ p~£o~a~ce, etc.) Or any other feature 0fsimJtat sUbj~t mater pmvid~l by ~nS or oonditiofls ore '
repon,s nrc tbr tho exclusive usc ot'tl~c d crlt~ to whom Ulev ar~ addrest~d ..,c.~......,' .... .,~. _~'_ ~f~ ....... rwl?~chwehavefloeofltrol. Our lett,t~, and
?OK .... F~'}~j~pmou~ '..pt m mu w,tlmut t~e wr,tt,m ispprov, of Ron, lin~inecr,.
FROM :
Report No.: 144168
Projcct No.: 02595~
TEST
NO
FAX NO. :8174882509
Client: American Civil Consw~ctors, Inc.
TEST LOC. AT/ON
Paving sub~rade
5 I 0' north x 10' west of ~mtheast comer, east
section, fmal
Paving subgrade
6 15' west x 15' soutll of northeast comer,
west section, final
Paving subgrade
7 15' wcst x ] 5' north of southeast corner,
west section, final
Paving subgrade
8 West section, center, final
Paving subgrmle
9 10' south x 1 O' east of northwest comer of
paving subgrade
I0 I0' north x 1 O' cast of southwest corner of
lot, west section, final
PitOB~
DEPTH No.
6*' 2
Aug. 31 2001 01:55AM P6
MOISTURE WET DENSITY DRY DENSVfy
(%) (poi) (peO
21.7 123.5 101.5
DENSITY
(% max)
99 *
6" 2 21.7 122.7 100.8 98
6" 2 22.5 117.6 96.0 93
6" 2 20.7* 123.4 102.2 99*
6" 2 21.9 121.8 99.9 97
22.1 120.] 98.4 96
6" 2
Aa asterisk (*) appears next to tlmt results whieb do NOT meet the project specifications.
Technician: Chris Webber
Report DL~tribution:
(I) American Civil Commuolors, In¢.
Started: 3:00pm Finished: 4:30pm
Pmj~'t
UMrrATIONs: The ~:~t rcsult~ pre~nted he~in were p~ ~ ~ ~ s~fio s~ples ~v~d f~ ~fin8, We ~un~ no mS~ibili~ for v~iati0n in qtla]ity
(com~si~ ~, ~, eIc.) ~ ~y O~r ~u~ ofsimil~ ~b' ct ~ mvi~
m~m~c~c~cfmivcu~ofthccle~**~.,,, ..... ..~__~_~ ,, [P . bY,~aor~iti~ovcrwh~ ~haveno~n
.......... · "~ ~ ~ ~ill ~ . , . ~J. ~r ]ette~ arid
· OK Page 2 ~2~a ~pt in ~1 wi~ut t~ Wrl~fl appmv~ ot gone ~ngm~, Inc.
FROM
gineers
FAX NO.
:8174882509
Client:
Project:
America~ Civil Constructors, Inc,
Arm: .Mr. Rex Shelley
821 E. Southlako Blvd.
Southiake TX 76092
McA~hur Park
Parking Expansion
Coppell, TX
Perform I,-?l~,e I~nsity Te~t in ncc, ordancc with AST~ Standards.
Aug. 31 200101:S6AM PT
8908 Ambassador RO~
Dalla~ TeX~L~ 75Z4?-4.ql~
(214) 630-9742
(214) 630-~19 (fax)
IN-PLACE DENSITY TESTING
Report No.: 144280
Project No.: 025955
Date of Service: 02/20/2002
Report Dar~: 02/21/2002
cc~.-~--_~:._~,..,~.a.. ~ - c~ c--_-_-_~.~ . PR~ DATA
T~I Methodl: ASTM 0-2922 G~ Tmxl~ 34~0
ASTM D-3017 Gauge ~r~J N0:31580
T~ M~: DT
M/D No. De~r~p~on
Dark Brown Clay
Dark Brown Clay
Moisture
Current: 702
I~vi~: 694
MOISTURE DENSITY I~LATIONS
Standard ~Ounts
D, nsity
Current: 300!
Previo~m; 2775
Maximum Project Reqairemeut~
Moisture % hit,/ptf Moisture Density
20.5 101.0 +2 / +4 92 - 98
19.0 103.0
+2/+4 92-98
FIELO DENSITY TESTS
TE~'T
NO
PROEK
'I'E~T LC~'.ATION DEPTH
M/D MOISTURE WK-f D£N$1T¥ DRY DENSITy DENSITY
No, (%) (peri (pe0 (% max)
AU asterisk (*) appears next to test reaul~ which do NOT meet the project specifications.
Paving subgrade
1 Retest of~l from #144222, 2/20/2001 6" i
Pavia~ subgrade
2 Ret~ erg2 from # 144222, ~20f2001 '6" 2
Pavi.g sabgradt
3 Retest of#3 from #144222, 2/20/2001 6" 2
Started: 4:4Spin
FinlstHd: 6:15pm
23.8 123,4 99.7 99*
21.$ 124.1 102.1 99*
21.8 121.6 99.8 97
Technician: Chris Webber
Report Distribution:
(l) Amtrican Civil Consu~cmrs, Inc.
R~lne.
/..cia9 S~,k
Project Manuger
,LIMITA..TION$: THe test resu!ts presented herein wee prepared based upon the spaeific samples my deal tbr teStin . W · · ' . , · .
FROM : FAX NO. :8174882509 Aug. H1 200101:SGAM P8
IN-PLACE DENSITY TESTING
Client: American Civil Constructors, Inc.
At~: Mr. Rex Shelley I44258
821 E, Southiake Blvd. 025955
Souflflake TX 76092 02/20/2002
02/21/2002
Services:
McArthur Park
Parking Expansion
Coppell, TX
Report No.:
Project No.:
Data of Service:
Report Data:
Perform In-Place D~ity Test in accordance with A~TM Standards.
MOISTURE DENSITY RELATIONS
Standard Counts
Density
C'.rrent: 3001
Previous: 2775
Maximum Project Requiremeua
NO. Dea~ripgoa Moidore % I~nsl~y [~f Moist#re Density
Dark Brown Clay 20.5 I 01.0 +2 / +4 92.9g
Dark Brown Clay 19,0 103.0 +2 / +4 92 - 98
FIEI,_ DENSITY TESTS
'rEST
NO
PROBE
TI~'T LOCATION DEPTH
South Parking Area
10' south x 15' west of northeast comer,
2 55' west x 10' south of northeast comer,
final
South Parking Area
3 35' south x 30' west of northeast comer,
final
South Parking Area
4 5' south x 5' east o£northwest comer, final
6" 2
6" 2
MOIS~ruRi/; WET DENSITY ORr DENSITY DF. NSITV
(%) (J~O (~O (% max)
[ 00.6
20.7* 121.4 98
22.2 125.7 102.9 100 *
6" I 24.2 123.1 99.1 98
6" 2 22.8 121.3 98.8 96
LIMITATIONS: The to, at ~esults pre~e, nted herele were prepared baaed upon tl~ spc~ific al~llph:a
(c0mpositioll, appeararlce perf0rmanee.~tc)oranyother featurgof~imilstsub.eotmatter .. P.~vidgar0rl~ating.,W~a~unlcr, orespon$ibili~yforvariation nquality
rcport, s are for thc excl~iv¢ · o£th - ' U provtoea ~W pet~Ons or conuitions over which we hay
Dk' us e clients ~o whom they Iwl ad~.__~ sad shall m be reared eeo n~.~, I. &.. ~,uk ..... , .. e no comrol. Ou.r l~tars and
" Pa~ I Of]'-r---ti ........ e, ....-. -.-.,.-,, urea wnt~n approval ot'Ror~ l'~ng ne¢~. Inc.
FROM :
Report No.: 144258
Project NO.: 025955
FAX NO. :8174882509
Client: America~ Civil Cona~uctor~, lnG.
TF, ST PROalg
~O XgSX COCA~rIo~ DZPTN
South Paridng Area
45' east x 20' south of northhwest comer,
final
Aug. 31 ~10i:5?AM P9
M/iD MOgS'rURE, WlgT DENSITy DRY DF, NSlTY D£N$1T¥
6" 2 23.8* 126.3 I02.0 99 *
South PatkinE Area
6 25' north x 25' east of southwest comer, 6" 2 24~4' 122.8 98.7 96
final
South Parking Area*
7 10' north x 60' east of southwes~ corner, 6" 1 24.0 ! 19.8 96~6 96
final
An uterisk (*) appesrs next to test results which do NOT meet the pFoject specifications.
Teeam;,-~-~: Chris Webber Smn~: 4:45pm
(I) American Civil Constmctor~,
· Fbbbod: 6:lSpm
LLMITATIONS: 'IRe tes~ m~ul~ presented hcm~n w~ prc~md ~ upon ~ spgc{flc s~pf~ pmvi~d ~r ~tJng.
(com~ition. ~ce. p~t~. etc.) ar ~y o&er ;~ ofsimll~ sub' ct mawr o * W; ~um; n0 ~spo~Jbiliiy f~ v~aUon j~ qualiw
~e~ ~ for ~¢ ~ivc ~ of ~g ~i~ m whmn .~ .... ~a ...... ~ .. ~ ~ vied by payoffs or c~it~ns owr wh~h we have ~ ~ntm A., ~,, ,~
)TDK ~e 2 of 2 p OM ox~t m ~11 wt~ou/the wrst~n fl~rov~ of Ronc En~ir)r~. Inc.
FROM
RoneEngineers
cu~at:
American Civil Conatructors, Inc.
Arm: Mr. Rex Shull~
g21 E. Southlakc Blvd.
Southlake TX 76092
Project:
FAX NO. :817~882~09
McArthur Park
Parking Exp~msion
Coppell, TX
Perform In-Place Density Te~t in accordanc~ with ASTM Standards.
Aug. 31 2001 01:54AM P4
8908 Ambassador Ro4v
DalL~ Texas ?S24'/-4$10
(214) 630=9~45
(214) 6,10-9819 (tax)
IN-PLACE DENSITY TESTING
Report No.: 144222
Pro]eot No.: 025955
Date of ~rvice: 02/20/2002
Report Date: 02/21/2002
PROJECT DATA
Test Methods: ASTM D-2922 Gaage: Tr°Xler 3430
ASTM ~3017 Ga~c ~al No: 31 ~
T~t M~: DT
M/D No. l)e~rjptjon
1 Dark Brown Clay
Mei~lure
Current: 702
Prevlo#1:694
MOISTURE DENSITY RELATIONS
Moxilum
Moimsre % Density pet
20.$ J 01.0
2 Dark Brown Clay 19.0 103.0
Standard Counts
Density
Current: 3001
Previous; 2775
Projeet Req#irementx
M~ure OeMity
+2 / +4 92 ~ 98
+2/+4 92-98
FIELD DENSITY TESTS
'rEST PROBE
NO 'I~:ST LOCATION D~PTH
M/D MOISTURE WET DENSITY DRY DENSJTY DENSITY
No. (%) (~fl (pal) (% mas)
Paving Subgrade
55' north x I 0' west of the southemt comer, 6" 1
Paving Snbgrnde
10' north x 10' west of the southeast corner, 6" 1
south parkLng area
Paving Subgrade
5 $' west x 10' west of file sou~east comer, 6" 1
south parking area
14.3' 125.5 109,8 109 *
16.8' 112.7 96.5 96
15.2' 123.1 106.9 106 *
An asM~sR (*) appcars next tx) test resui~ which do NOT meet the project specifications.
Density results over 102% are possibly dum to low moisture content.
LIMITATIONS; The test msul~ presented he.in were prepaid bead upon tho speoifio Iplas provided l'br totting. WC Ik~0110 I~pon$ibility tbr vari~0n in quality
(composition., ap.l~aran~., j:erfonn~cc, ets:.) or any. oflF, r feature of similar subject matMr l~rovided by per. m= Or oondltlonf over which we have no oofl~ot. Our I~:tterz aoa
repora ~ XOr me ~-x~ms,vc use O! ZI~ olin. ets to whom they ar~ addicted and shall not be r~produced ex0eot in t~ll without the wri,e, approval o£ Rune EnRit~eer~. leo
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