PA9601-LR 970505 'l
~ blLTECH ENGINEERING AND TESTING INC.
31LTECH ENGINEERING AND TESTING INC.
7415 White Hell Suite ~t109
I~rt Worth. TOXOG 7E~118
FOX 817-5950708
817-59~064
SOIL MOISTURE - DENSITY TEST REPORT
IN - PLACE TESTS BY NUCLEAR METHODS
CLIENT: P~vmnt Colnip ' 1 and Mmnt.
PROJECT: Coppemto~e J~ F Trail
Percent Compactton:
Moi;ture Content
L
CURVE
NO.
1
2
REPORT DATE: 04-28-97
REPORT NO.: 97-058 100
TEST [ !IKI!9~ALREI~ENGECURVE DATA
METHOD MATERIAL DESCRIPTION
6eSA Brow ~ Clay with gravel
TEST LIFT OR
NO, ELEVATION
: E ;IN4N, AOE TI~T RESULTS
i D~lllst~i~;~llE TESTS ~ I~R ~ D~. 03017. RESPECTI~LY
LO~TION REF. DRY DENSITY
CUR~
JO4)QING TRAIL
1 NIt. Subgrl(le S~. 1 +82
2 Net. SUbgrade Sa 'k 4+55
3 Nat. Sulkride St 8 25
TEST DATA
MAX. DRY OPTIMUM
DENSITY (pcf) MOISTURE (%)
123,8 10.7
110.5 15.4
MOISTURE % OF MAX.
(%) DRY DENSITY
I 119.8 11.8 97
2 115.8 13.2 105
2 108.5 20.2 98
NUCLEAR GAUGEI,D.: 6.,,~
AN "R"AFTER THE TEST~
'INDICATE8 FAILURE TO
8TD, DENSITY COUNT: 2859
IIER INOtCATE RE'rEST,
:PLY IrrH PROJECT SPECIFICATIONS.
STD, MOISTURE COUNT: 485
CLIENT: Pavement Conltp'
PROJECT; CoppefltoneTr.
Percent ComlNIctio~:
Moisture COntent (%):
CURVE TEST
NO, METHOD
B6~8 BtOwr
2 A8~8 ardor
51LTECH AND TESTING INC.
n & Maim.
7415 Whil;,e Hall, ~;uit;e
FOr't; WOrt;h, Taxae 76118
F:ax 817-~9~-0708
81
SOIL MOISTURE - DENSITY TEST REPORT
IN - PLACE TESTS BY NUCLEAR METHODS
REPORT DATE: AI3ril 30, 1997
REPORT NO.: 97-058.104
TEST DATA
:MATERIAL REFERENCE CURVE DATA
MATERIAL DESCRIPTION
Brown Settoy Clly
MAX. DRY OPTIMUM
DENSITY (pc'f) MOISTURE (%)
123.8 10.7
110,5 15.4
13l~N6~ ~ TEST RESULTS
! ' TY~iMOI~URE TESTS A.EPL~ A~ D~22. D~17, RESPECTIVELY
TEST LIFT OR REF. DRY DENSITY MOISTURE % OF MAX,
NO. ELEVATION LOCATION
CURVE (Pd) (%) DRY OENSITY
I Grade T 1+75 1 110.5 117 89'
2 Grade T~ 4+95 2 95 0 20.4 86'
3 GrlKle ~ ,B+15 2 95.4 18,6 86*
NUCLEAR GAUGE I.O.:
AN "R' AFTER THE TEST N~
· INDICATES FAILURE TO k
Remarks:
STD DENSITY COUNT: 3875
:ER INDICATE RETEST.
,.. 'LYe NIOJECT SPECIFICATIONS.
STD. MOISTURE COUNT: 514
SOl ~NGINEER
il AND TESTING, INC.
endue ' [
ng Mane,
'L
ILTECH ENGINEERING AND TESTING INC.
SOIL IIOIITURE - DENSITY TEST REPORT
IN - PLACE TEATS BY NUCLEAR METHODS
CLIENT: Pavement Conml~
PROJECT: Copperstone Tr'
Percent Complclion: F '
Moisture Content (%):
:~ & MiN~. REPORT DATE: April 30. 1997
REPOR_T NO.: 97-058.104
TEST DATA
Tested: 104-17-97
Technician: Don James
CURVE
NO,
1
2
3
TEST
NO.
1
2
3
.:!: ,T ' :!ILt~LltlEFERENGE CURVE DATA
TEST MAX. DRY OPTIMUM
METHOD MATERIAL DESCRIPTION DENSITY (pcf) MOISTURE (%)
Beg8 Srow~ 't¢lyCleyw/gmvel 123,8 10,7
A6g8 Br~w 'kBrovwl~ene/Cley 110.5 15.4
Begs Fle3d~ r ~35.6 7.4
' ,IN~ TEal RESULTS
; :{)~tY;~ TrdiT8 AI~ ~ A~m l)Z922. D3OI 7. RESPECTIVELY
LIFT OR REF. DRY DENSITY MOISTURE % OF MAX.
ELEVATION LOCATION CURVE (pcf) (%) DRY DENSITY
Subgle T_ 0+35 3 133.5 7, 1 99
Subgrade T, 3+25 3 136.1 6.4 101
Subgrade T; ~+Be 3 128.1 4, 1 * 95
NUCLEAR GAUGE LD,:
AN "R" AFTER THE TEST
' INDICATES FAILURE TO
Remarka:
STD. DENSITY COUNT: 2553
.~R INDr, ATE RETEST.
· LY Wtq'H PROJECT SPECIFICATIONS.
STD MOISTURE COUNT: 485
;~r~ND STING, INC.
SOILT CH ENGINEER
Mane ,MT
CLIENT: Pavement Conlt~,
PROJECT; ~ T, ..
Percent ComlNIclion;
Moisture CoNlint (%):
,.
CURVE TEST
NO. METHOD
1 B69e
2 AN8
3 BeN
TEST LIFT OR
NO. ELEVATION
1R Final Grade
'1 .
blL/ECH ENGINEERING AND TESTING INC.
For~ Wcx~h. Texas 76118
Bq 7-~9~
8OIL MOISTURE - DENSITY TEST REPORT
IN - PLACE TESTS BY NUCLEAR METHODS
1 & Mlint.
REPORT DATE: April 30, 1991
REPORT NO.: 97-058.104
Date Tested: 104-18-97
Technician: Don James
TEST DATA
MATERIAL DESCRIPTION
sr~w idyc~w/m.v~
BroWf JBrownSlne/Cley
r
i~PLACE TEST Rf. JULI'S
:~r~tryijiMI~~TS AI~pI~R A.~D2~22, D3017. RESPeCTI~LY
REF. DRY DENSI~
LOCATION CURVE (p~
R~. ) ~11-97 ~. 97).1~ Tall 6+85 3 129.0
MAX. DRY OPTIMUM
DENSITY (pcf) MOISTURE (%).
123.8 10.7
110.5 15.4
135.6 74
MOISTURE % OF MAY,.
(%) ORY DENSITY
9 4 95
NUCLEAR GAUGE I,D,: ,,~ t ' STD, DENSITY COUNT: 2528
AN "R' AFTER THE TEST Nm .'R INDICATE RETEST.
* INDICATES FAILURE TO C , -Ly WITH PROJECT SPECIFICATIONS,
Rema~s:
STD MOISTURE COUNT: 484
S~~a. ~ ~
O~ _=~ ~ A~D TESTING, INC.
· Perdud
F OILTECH ENGINEERING AND TESTING INC.
F;ex 1~117-595-070EI
81
CLIENT: Pavement Construe
PROJECT: COppereto~e Jog
TO:
Strength
.Slump (in.):
Air COnte.nt
Concrete Tamp ('F):
;ONCRETE INSPECTION AND COMPRESSION TEST REPORT
REPORT DATE: 04/30/cJ7
REPORT NO.: 97-058.107
REPORT DISTRIBUTION:
~: PROJECT DATA
Date of Pll~ernent: 04-23-g7
Sempie<l By: J AnneliD
Welther: Clear
Supplier/Mix: Lettimom
:' FIILDDATAIIT#f
Ticket #: 7033442. TIr~ JB~tched; 11 ;38 A M Time Sampled:
,Slump (in.): 5" ,, Nr Content (%): % Unit Weight (pcf):
ConCrete Tamp (*F): Air Tamp ('F): Yardage (cu .yd.)
Location/RemarkS; 454 Coppemb.. %,old-Cl]epeslelel Trail
12:15 P M
18cy
FIF,4,O OA'rA SET
Ticket 1: ~ TIme ~Jled: Time Sampled:
Slump (in).: Air Content (%): Unit Weight
Concrete Tamp (*F): Air Tamp ('F); Yardage (cu.yd):
Location/Reminds:
~ C~N TEST RESULTS
CYLINOERS:~At41~. , 8 IOILTECH ENQINEERINQ AND TESTiNG, INC ARE PER ASTM C31, TESTED PER ASTM C39
SET CYLINDER DATE AGE MAX. LOAD STRENGTH NOTF. S
NO, NO. ESTED (dlyl) (Ibl) (psi)
N-30 7 106,000 3.750
,~4-30 7 106,500 3.760
~5-21 28
: 28.;i7 m=l. in.
' ATE UE~'INNUIE ' '
I