HomeMy WebLinkAboutFIELD DENSITY TEST REPORTS - 95-00019 - Ricks College (BYUI) - Taylor Building4460 Kings Way #31 Chub,buck, Idaho 83202
208 '- I Fax 208 237-Q344
REPORT TO: RICKS COLLEGE
Physical Plant Bldg
Rexburg, ID 83460
PROJECT: i ion & Humanti-esBldg
FIELDDENSITY ST SPORT
Field Method(s) Performed
X (N ) ASTM 82922/D3417
(SC) ASTM D1556/22I5
(N ) AAsxTo T238J239
_ (SC) AA5HT0 T191
{N } = Nuclear Densflmeter
(SC) = Sand Cone
Test Location(s) Select
X Strata Personnel
McGowan
Contractor
Other&
Location
0
11/1-000/96 Religion Humanities
64467Building; i
of W corner of bldg
11/19/96 Religion & Humanities
964468 Ruiie 251N & 51W
f SW corner of bldcj
11/19/96 el igion & Humanities
964469 i1 ; 15 1 !
f SW corner of bldg
11/19/96Religion I��. it Le
64470 Building;
of SW corner of bldg
APP 1 -i . l Lab Method
_ ASTM D698
X ASTM D1557
AASHTO T99
AASHTO T180
Max Dens
(PCF)
134#
120*0_
REPORT DATE.0
FILE NOW
INVOICE NOW
Elevation
11/26/96
Pssoo6
3-960446
Finished grade
EG 2-
Ex-st3-ng gra
subbase
FTG _ Footing grade
+ elev i BELOW that elev
Material Descriptions
Gravelly sand
S and ral
silt
' R
F.'.e-'Ld Dry Percent of
Density —imum Max Density
(PCF)Densi'ty obtained
1 Pct) i- r e d)
t BSG 102w9 116.0
8010 90
'BSG 115.8 116*0 100
.1 90
l'BSG Ill -W. 116*0 96
8.0 90
'B 113.3 116.0 98
8.2 90
IDAHO -P WASHINGTON a OREGON * WYOMING * MONTANA a UTAH • N�VAOA
Meet
Requirement
1=Yes,0=No
=Retest OK
ON
1
1
Page 1
Strata, INC NV
OICE NO: 960446.
Date
and
LA Ne L66A-16t
11/19/95 Religion & Humanities
9�4471 Bullaing; S19 & S'W
of SW corner of bldg
(Re -Test #9b4467)
11/20/96 Religion & Hiamanities
964479 Building; T
of SW corner of bldg
11/20/96 Religion & Humani'ti'Les
964480 Building; f
of SW corner of bldg
1120/96 Religion Humanities
964481 Building;20'Nf
of SW comer of bldg
11/20/96 Religion & Humanities
964482 BL111d1I1g; 15'N & 15'W
of SW corner of bldg
11/20/96 Religion & Humanities
64483 Building; 15'N 15"W
of W corner of bldg
(Re -Test #964482)
11/20/96 Religion & Humanities
964484 Building 4 1 15'W
of SW corner of bldg
11/20/96 Religion & Humanities
964485 Building; '
o f corner f bldg
11/20/96 Religion Humanities
64486 ili ; '
of SW corner of b1dq
11/20/96 Religion & HumanitJ'_es
964487 wilding;
of SW corner of bldg
i1/0/96
964488
Religion -ni les
Building; 65'N & 1
f SW corner of bldg
(RQ-TQgt 19644941
gild Dry Lib ppragnt of
Density MAMimum Max DensiLty
(PCF) Density obtained
Plev % go.is �CF Re irec�
3°BSG 113.7 1.16.4 9$
g_3 90
'13SG 108.2 116# 0 93
13.7 90
4'BSG 116 -a 2 116.0 100
a
2 95
.'BSG -10801 116.0 93
13.5 90
5'BSG 107.9 I34.0 81
13.E 95
130.0 134.0 97
11o5 95
SIBSG 113.2 134
13.7 95
3'BSG 126wO 134aO 94
12.9 90
'BSG 125.5 134.0 94
'BSG 1.2..6 134.0 84
12.1 90
'BSG 1.286 134.0 96
118 95
T
Fk
a
I I
a
r
I =` ,
=Retest OK
1
I
.1
1
1
1
1
Page
Strata IINC
JIB] 9 DIP [Co.
Date Density Maximum
�nj
(For) Den5ity
L a -b No Location Eley L% Mois PCF
11/20/96 Religion & Humanities 2'BSG 131A 134
964489 Building; 551N & 51W 12.0
f SW comer of bldg
(Re -Test #964487)
11/21/96 Religion & Humanities4'BSG 113aS 120.0
964490 Building 1 f7.8
of SW corner of bldg
11/21/96 Religion i f BSG _.1 s
964491 Building; 6.51N 201W 6 a. 1
f SW corner of bldg
11/21/96 Religion & liumanities4'BSG JL12 -P 1 120
964492 iliing; 751N & 5PW 11.
of SW corner of bldg
11/21/96 Religion & Humam"_ti'es2'BSG 115.9 120 o
964493ilding 201W .W1
of SW corner of bldg
�ev-iRewe
GEOTECHNICAL ENMNEERING & MATERIALS TESTING
y-.
INVOICE 10i* 190 go
Percent of Mees
Max Dens-it� Reau's me��
Obtain@d 1;:Yqg.00-NO
_(Requzre� RP=Retest DK
Page
r�
PORT
S
GEOTECHNICAL ENG6NEF-R{N(3 &MATERIALS i ESTkiVG
4460 Kings 'Nay #3, Chubbuck, 1daho 832D2
208 231-3400 1 fax 208 237-3449
PROJECT
RICKS COLLEGE
Physical Plant Bldg
Rexburg, 183460
Religion & HumanitiesBldg
FIEF DENSI TEST REPORT
Fie-ld Methods) e formed
X (N ) ASTM D2922/D30I7
(SC) ASTM D1556/2216
(N ) AASHT(J T23$/239
(SC) AASHTC) 'T191
(N ) = Nuclear Densometer
(SC) = Sand Cane
Fest Location(s) Selected ,.
X Strata Personnel
McGowan
Contractor
Otlier;
Lab thud
ASPM D 698
ASTM
AASHTO T99
AASHTO T180
REPORT LATE
FILE
TNVOICE NO:
l evert �n Code
9%3DI'9fi
P96006
3--960332
FG Finished grade
EG Existing grade
B = Subbase
SG Subgrade
FTG = Footing grade
+ elev = BELOW that
Max Dens Material ri tions
(PCF)
134*0 Gravellysand
9/17/96
Dry
Lab
Percent of
Meet
Date
Density
Max i Lumm
Max Density
gement
and
(PCF)Density
9/17/96
Obtained
1.=Yes, -
La ion
Elev M �
PCS)
(Required)
RPOK
9/17/96 2001E & 501N of
SG 128.4
134*
95
9/27/
'963358 C3 #20
6al
134
9/17/96
'E & 501S129*8
134.0
97
963359
CB #20
4.8
95
9/17/96
200'E 1 t of
SG 129.1
134
963.360
CB #20
5e2
95
9/27/
Center of Rostrum Area
SG 130*0
134
963361
GL C-0/7.3
3.8
95
IDAHO WASHINGTON
OREGON WYOMING a
MONTANA 4-
UTAH - NEVADA
Page
Strata. INC
Lab No Location
Meld Dry
Density
Elev (% Mo i.
Lab
MaLXiMUM
5,11
N ry
liftly
fPCF)
II�OIC� 100��0�1�.�
Percent of
Max Density
lLtai-nej
(Required}
9/27/96
Center of Rostrum Area SG
-131,w
7 134.0
98
963362
GL C40/7o2
4.4
95
S T R a
evieweSVby:
GE-EOTE%CHMICAL ENGl-%,EE94NG & MATERIAL S TESTING
I,,
Meets
Requirement
l=Ye5,,6-ivo
RP=Retest OK
I
Page 2
i
GES "F E HNICAL ENGINEERING &MATERIALS TESTING
4460 Kings � u, Idaho 83.202
208 237-3400 / Fax 208 237-3,449
T1Q#
REPORT RICKS COLLEGE
Physical Plant Bldg
Rexburg ID 83460
R ATE ell ." n Humanties Bldg
F IE DENSITY ST ]REPORT
Field Method (s) Performed
X {N } ASTM U2922/D3017
(SC} ASTM D1556/2216
_ (N ) AASHTa T238/239
(5C) AASHTO 'z'191
(N ) = Nuclear Densimeter
(SC) = Sand Cone
Applicable Lab Method
_ ASTM
X ASTM D1557
AASHT0 T99
AASHTO T180
Test. Loc tion(s) Selected Max Den
(PCF)
Suets Personnel 1
3 McGowan
Contractor
X Other: HK Contractors
Location
10/2/96 Parking Area;
963518 401N & 1'
cornerparking lot
10/2 Parking Area;
963519 1301N & 101wf SE
corner of Parking lot
10/2/96Park]-ng Area;
963320 ' 10'W of NE
or of parking lot
1 Parking Area;
963521 110'W of NE
corner of parking lot
PRPORT DATE:
FILE NO:
INVpICE N4:
Elevation Cedes
9/2 I/S �
P950Q5
3--95Q362
FG Finished grade
EG Existing grade
B - Subbases
SG Subgrade
FTG Footing grade
B + elev = BELOW that elev
Material Descriptions.
3/4" base
Field Dry Lab Percent of
Density Max im iufn Max Density
(PCF) Density Obtained
l i PCFReqLiired)
134e9 135.0 100
TA 95
FG 132.6 135*0 98
FG 1 135* 0 100
3.s 95
FG 130al .0 96
3.1 95
Meets
Requirement
1=Yes,O=No
=Ret est OK
1
1
1
J D H.0 • WASHINGT0N . OREGON * WYOMING • MONTANA s, UTAH -P NEVADA P
age 1
Strata, INC
Date
and
Lab
Location
1 Parking Area
963522 50TSvE of NW
corner of parking lot
X0/2/95
963523
Parking Area;
12015 & 1 of NW
corner of parking lot
1 Parking Area
963524 140'5
Winer of parking lot
10/2/96 Parking Area;
93525 190'5
of NE
corner of parking lot
10/2/96 Parking .re
963526 150'N 801E r of SW
corner fr -ilot
10/2 Parking Area;
963527 110'N 1101E
cornerparking lot
10'2/96 Parking Area.
963528 100'N 1W of SE
corner i lot
10/2/96 Paring Areas
963529 751N & 11
corner of parking l
10/2/96 Parkinci Area-
963 530 'N & 501E of SW
corner of parking lot
10/11/96 Parking Area;
963 673 751S & 121E
corner cf parkinglot
Parking Area;
674 150'S121E f NW
corner ' parking lot
Field dry
Density
(PCF)
Elev � Mois3
FG 132 o l
FG 129
2.3
FG 1290,9
3.4
FG IL1.
G 135.0
4.5
FG 134.5
FG 133*
-al
FG 135
3.4
FG 131.9
2.9
Lab
Maxum
Density
PCS
135
1a
135.0
13500
135*
135#
135.E
135*
GEOTE NNICAL EN I-,�aEERTESTING
& ATEMALS
INVOICE9603620
Percent
Max Density
Obtained
IRe!:,u ired)
4:
100
95
100
95
100
95
6:1
Meet
Requirrement
1=Yes,0=No
K
1
1
1
1
1
0-
Strata., INC
Date
and
Lab No Location
10/ 11/96
953675
to/11/96
953676
Parking Area;
2251S 121E of W
cornera ar of
Parking Area*
300'S t
corner of parking lot
1
Field Dry
Density
(PCF)
E1ev LMois
FG 10
.
FG 134.
3.2
1
FR
INVOICE NOV
Lab Percent of
Maximum Max Density
Density Obtained
(PCF).
135.0
135*0 100
95
a- a
GEOTECHNICAL ENGINEERING & MATERIALS TESTING
Meets
960362.
Requirement
1= ,
RP=RetestOK
m
1
1
Page
EEr.FA'M'"-
GEOTECHNICAL ENGINEERING 4 MATERIALS TESTING
4460 Kings 'Way , Chubbuck, Idaho 83202
208 23733400 1 Fax 208 237.3449
PORTRICKS
Physical Plant Bldg
Rexburg, I
PROJECT: Religion & Humanities Bldg
FIELD DENSITY T REPORT
Field Method(s) Performed
(N ) ASTM D2922/D3017
_ (SG) ASTM D1555/2215
(N ) AASHTD T238/239
(5C) AASHTO T191
(1V ) = Nuclear Densometer
(SC) -� Sand Cane
Test Loc ion(s) Sele
Date
and
Lab No
Strata Personnel
McGowan
_ Contractor
Other,
Location
Applicable Lab Method
ASTM
ASTM D _Iwkw
AASHTO T99
AAT
REPORT
FILE
INVOICE
Elevation Code
9/lE/96
3-960307
FG Finished grade
EG Existing grade
SB Subbase
SG Subgrade
FTG Footing grade
elev = BELOW that elev
Max Dens Material Descriptions
(PCF)
1.34.0 Gravelly.
Field Dry
Density
(PCF)
Ede _ i
Lab
Maxie -MUM
density
PCFj
Percent
Max Density
Obtained
(Reaul'red)
9/9/9650'E of C.B.
127.2
134#
963061
9/9/96 100'E . B * v 7 134.0 96
63062
9/9/96 1501E of o . #24
SG 131e2
63063
9/9/,36 1 IS of SG 134.0 96
963064 -o #24 6.2
IDAHO WASHINGTON OREGON WYOMING MONTANA UTAH NEVADA
Meet
Requirement
1'-Yes.,0=Nc
=Retest OR
1
1
1
Page
stn.-t�, INC INVOICE NO: 960307.
Date
Meld dry Lab Percent of Meets
and Density Maxilum Max D ems ity Requirement
(PCF) Density Obtained 1= f
LabLocation Elegy(Require,d
9/9/96
1
IS of
SG 130.01
134-m0
97
963065
C.B.
#24
7al
95
9/9/96 .So #20
SG 1
134.0
99
963066
5.08
NAA7- :F R1AL 5
95
9/9/96 751E of C.B. #20
SG 127.0
134.0
95 1
963067
4.7
NAA7- :F R1AL 5
95
9/9/96 1001 & 100's Of SG 129.0 134.0
963068 C4B. #20 5.9 95
.LN1=v I
Page
GES h C,HNJCAL
9 NO ":f EE FSI CSG &
NAA7- :F R1AL 5
TE TING
Page
i
PORT T
PROJECT
E T� :HNI AL ENGINEF-RING a MATERIALS TESTING
4460 Kings ' a 0 , Chubbuck, Idaho 83202
208 237-340-0 Fax 208 237-3449
RICKS COLLEGE
Science Bldg
Rexburg, ID 83460
Religion & Humanities Bldg
FIEF DENSITY TEST REPORT
Field Method(s) Performed
X (N ) ASTM D2922jE?3017
(SC) ASTM D1556/2216
(IV ) AASHTO T238/239
(SC) AASHTO T19I
(N ) = Nuclear Densimeter
(SC) = Sand Cane
Test Location (s) Selected.
Date
.n
Lab No
7/5/96
961812
IMT Personnel
McGowan
_Contractor
Othere
LocatiLon
GL I.* .
Applicable Lab Method
ASTM D698
ASTM D1557
AASHTO T99
AASHTO T180
Max Dens
(PCF)
134,6
Field Dry
Density
(PCF)
E1ev {% M02*-
D=SG
IDAHO @WASHINGTON • OREGON
132.7
3.8
REPORT DATE
FILE NOO
INVOICE
Elevation Code
7I9I9s
P96aos
3-960203
Finished grade
Existing grade
aSubbase
SG Subgrade
FTG Footing r a
elev = BELOW" that
Material .L ions
Gravely Sand
Lab
Max
Density
4'(PCF
134.0
Re%kiewed
Percent
Max Density
Obtained
(Requir
0 WYOMING * MONTANA w UTAH a NEVADA
mm -a
o
Meet
Requirement
I:Yes , = o
RP=Retest OK
I
Page 1
GEOTECHNICAL EN INFER & MATERIALS TESTING
4460 Kings Way 9 h L, I day o u
208 2137-3400 / Fax 208 j-3449
REPORT T RICKS COLLEGE
Physical fence Bldg
Rexburg, ID 83460
PROJECT . i igl'.on & Hurnanities Bldg
FIEF DENS I TT SPORT
Field Method(s) Performed
X (N ) ASTM n2922/p3017
_ (SC) ASTM D1556/2215
(N ) AAsxTo °238/239
(SC) AAShT(] T191
(N ) Nuclear Densimeter
(SC) = Sand Cance
Test Location(s) Selected ,.
X IMT Personnel
B McGowan
Contractor
Other.
Applicable Lab Method
_ ASTM D698
X ASTM
AASHTO T99
AASHTO T180
Max Dens
(PCF)
1-e
134.4
REPORTDATE.
FILE
INVOICE
Elevation Codes
6/14%96
P96006
3-95Dlfa6
FG Finished. grade
EG Existing grade
SB Subbase
SG ud
FTG Footing grade
elev = BELOW that elev
Material i Lops
Gravely sand
Field IvDate ry Lab Percent of
d DensityMax Density
Lab No Location (PCF) Density Obtaine,d
Elev Mois) _�PCF) (Required)
5/29/96 11SIS Of SW SG 127.95 134.0 95
961218 corner of Utility Yard 4.v8 95
5/29/96 r
961219 corner Of Ut'lity Yard 4.3 95
5/31/95 Center of Vest #183 SG 127. [] I 13�.95
9612203.1 95
5/31/96 ' 1 of column
961221 GL I9P. H60/7*5 2A 95
DAH * WASHINGTON a OREGON * WYOMMG 11 MONTANA* UTAH & NEVADA
Meet
Requirement
1 = , =o
P=Retest OK
I
1
I
I
Page I
Strata,
Date
and
Lab No
5/31/96
961222
INC
Location
51E
& 11Nf
column
L I.P.
H.0/692
0
Field Dry
Density
(pCF)
Eley
SIG 131.
o
Max
(PCF)
134.0
Rev i'ewed
E0TE HNr I. EVIG INEE ING & M TERrAL TESTING
INVOICE NO: 960-16GS
Percent of
Max Density
[obtained
,(Required)
i
ift
Meet
RequixeMent
1. = ,'
P
I
Fags
i
TT T
PROJECT
GEOTECHNICAL ENGNEERING & MATERIALS TESTING
4460 Kings Way , h&uuck, Idaho 83202
208 237-3400 / Fax 208 9-37-3449
RICKSCOLLEGE
Physical Science Bldg
Rexburg,,. ID 83460
Religion & Humanities Bldg
FIELD DENSIS TEST REPORT
Field Method(s) Performed
X ( N ) ASTM I72922%D3017
(SC) ASTM! D1556/2216
(N } AASHT.0 T'238/239
(SC) A:ASHTO T191
( N ) = Nuclear T]ensoineter
(SC) = Sand Core
Test Location(s) Selected
Date
and
Lab No
X IMT Personnel
B McGowan
Contractor
Other
Locati*on
5II31'96 Storage Area
861131 center of Storage
#195A
App I 2'Ll Lab Method
_ ASTM D698
X ASTM D1557
AASHTO T99
AASHTO T 1 0
Max Dens
(PCF)
134.0
134*
Field Day
Density
(PCF)
Elev(-%--Mois)
SG 128*
3.1
REPORT DATE:
FILE `
INVOICE
Elevation Codes
Sl2sJ96
P96OQ5
3-96015
FG = Finished grade
EG Existing grade
SE Subbase
SG d
FTG Foo t i rig grade
Material Descriptions
Gravely Sand
Lab
Maximum
Density
(PCF)
134*
Re-v(i.ewed
0
Percent of
Max Dens i
Obtained
i-(Requ: .
Meets
Re,V-irement
I=,=T
RP=Retest OK
I
IDAHO WASHINGTON e, OREGON # WYOMING a MONTANA a UTAH -& NEVADA Page 1
0
f
rM.3 1 I�► a l �#
GEOTECHNICAL ENGINEERING & MATERIALS TESTING
i
4460 ftgs Way ` ,hLibar a Idaho 83202
208 237-3400 1 Fax 208 237-3449
REPORT TOO
PROJECT*
R,ICKS COLLEGE
i..1 Science Bldg
Rexburg, ID 83460
Religion u a 4 Bldg - Rexburg,
Meld Method(s) Performed
x err ) ASTM D2922/D3017
(SC) ASTM €?1556%2216
{N } AASHTD T238%239
W
(SC) AASHTt3 T191
PAC
FIELD DENSITY TEST REPORT
(N ) - Nuclear Densometer
(SC) = Sand Core
Applicable Lab Method
ASTM D698
X ASTM X1557
AASHTO T99
AAS HTO T180
REPORT ATE
FILE
INVOICE NOW
Elevation Codes
5/2o/9s
P96006
3-96042
FG �nid grade
EG Existing grade
SB Subbase
SG Subgrade
FTG Footing grade
elev = BELOW that elev
Test Location(s) laded Max Dens Material Descriptions
(PCF)
IMT Personnel 134.0 Gravely sand
McGowan 1344
Contractor
OtherV
Date
and
L ab No
Location
Field Dry
Density
(PCF)
Eleymol"-S)
L
Max
Density
(PCF_)
Percent of
Max Density
Obtained
jRe,wired)
Meets
Rem�r n
1=Yes , O=No
RP; --Retest R
5/8/96 Parking Lot SG 124.6 134.0 93 1
961020 E Future i�� �.0 7 9
30'E r C3 #19
5/8/96 Parking Lot SG 127.0 134*0 95 1
961021 E of Future AcImin bldg
o
5/8/96 Storm Drain 127.6 134oO 951
961022 715.5 95
5/9/95
Backfi11;
center of
11'BSG -126.9
134.E
45 l
961023
storage
#195A
5.1
95
IDAHO HIN TON e OREGON # WYOMING # MONTANA * UTAH -P NEVADA Page I
S.L,rata, INC
Date'.
1
Lab No LocatiLon
Field Dry
Density
(PCF)
El Mois)_
Lab
Maximum
Density
PCF.
INVOICE : 9601420
Percent of
Max density
Obtained
(Required):
5/9/96
Backfill;center of 9 f BSG
130a2 1344.0
132.n3
961024
storage #195A
961025
f storage
5/9/96
f i11 1
SE corner 7 1 BSG
132.n3
13490
99
961025
f storage
#195A
6 a
JL
95
5/10/96
Backfill;
NE corner 5 1 BSG
132.n3
1340
99
961026
of storage#195A
1
6 a
JL
95
5/10/96
Backfill;
SW corner 3BSG
127
*5 134wO
95
961027
t r.a.
1
95
. l
95
1
Backfill, W corner 1 1 BSG
129.
1 134
961028
of storage #195A
3.4
95
5/13/96 Backfill; center of SG 129*3 134
961029 storage #195A.1 95
Revivaed byr*<
s T R a T a
GEOTECHNICAL ENGINEERING & MATERIALS TESTING
Meet
Requirement
1=Yes,O=No
P=tt OK
I
1
I
1
Page
i
GEOTECHNICAL EIN2E I MATERIALS TESTING
4460 n Way , Chubbuck, Idaho 83202
208 -3400 / Fax 208 237-3449
REPORT TO : RICKS COLLEGE
Pysical Science Bldg
Rexburg, ID 8346Q
PROJECT: Religion & Humanities
ILD TEST TD
am
FIELD DENSITY'TEST REPORT
ASTM D2922/D3017 ASTM D698
ASTM D1556/D2216 X ASTM
AASHTO T T _ AASHTO T99
AASHTO T191 �AASHTO T180
NUCLEI DEN SOMETER
SAND CONE
TEST LOCATIONS SELECTED BY
X STRATA PERSONNEL
B. McGowan
CONTRACTOR
OTHER
Date
Test. No Test Location_
4/22/96 Intersection Point
96 781 L J.1 & 7 i i
Cultural Hall #170
4/23/96 Intersect ion Point
960782 L J.15 & 8.1 in
Cultural Hall #170
4/25/96 taml ire SW corner
960783 property f f L
412 South Ste 150E of
CLQ Center
4/25/96 Steamline SW corner
960784 of property 401S of CLQ
412 South St. 1001E o
CLQ Center
'REPORT ]SATE
CLIENT
INVOICE NO:
ELEVATION CODES
FG FINISHED GSE
EG EXISTING
SB SUBBASE
SG RAD
FTG FOOTING GSE
ELEV BELOW THAT ELEV
MATERIALS INFORMATION MAXIMUM
DENSITY MATERIADESCRIPTION
(PCS')
134*0 Gravely sand
Field Lab
Density ax im m
Elevation i Densi
P-ct of Meets
Maximum Requirmts
Tested I=Y,O=N
(Recr I ) RP=Retest
SG 127.6 134*0 5 1
SG 128.7 134.0 1
3.4 95
1-14.0 .134.0 P
f
8 95
SG 1 13.0 92 RP 0
2.2 5
IDAHO * WASHINGTO* DREGS I 0 WYOMING * MONTANA # UTAH . NEVADA
Strata, Inc
Date
Test No
4/26/96
96{785
11
FLeld Density Report
Test Location E I-evation
401E f Catch Basin #12 31BEG
lL1. Lab
Dens ity Maximum
(MO14s) Densis
115,*2 134.0
.4
Page
Maximum l rt
Tested =,=
(Recr'd) RP=Retest
4/26/96
201E of
Catch Basin
#12
31BEG
GEOTECHNICAL
129-99
ENGINEERING &
134 -o
TE TJNG
1
960786
2ml
195
4/26/96
401 f
Catch Basin
1
31
BEG
12193
134oD
91
RP 0
960737
*1
95
4/29/96
15'E f
Catch Basin
4'
BEG
12892
134-w
.1
`60874
2.69
95
4/29/96
40'E of
Catch Basin
#131
129.5
134*0
97
1
960875
2.7
5/3/96
401E of
Catch Basin
#121
122.6
134.0
91
RP 0
96087
(Re -Test
#960785)
2*7
95
5/3/96
401E of
Catch Basin
#12
31BEG128.6
134sO
9 6
1
960877
-Test
#960876)
2.8
95
-5/3/96
101N f
Catch Basin
#22
31BEG
119.9
134
960878
*1
95
5/3/96
' f
Catch Basin
426
41BEG
119.9
134.0
89
0
96087'92*s
95
5/3/96
251W of
Catch Basin
#12
SG
127v3
134.
1
960880
2.w7
9
S/3/96
1001W f
Catch Bas --Ln
#11
SG
126.9
134.0
95
1
960881
3*9
95
5/3/96
Steamllne SW corner
of
SG
130.0
134.0
97
1
960882
property
40'N of CL
412
3eO
9
South St.
11F of CL
Center _T #960783
GEOTECHNICAL
ENGINEERING &
MATERIALS
TE TJNG
Strata,
Date
Test No
Inc
Test Location
Field Density Report
5/3/96 5team134-ne 5W Cerner of
960883 property 40'S of CL 412
South St, ZOD'E of CL
Center St(Re-Test#960784)
Field Lab
Density Maximum
Elevation Moil Densis
SG 128.0 1-b
Reviewed B:
GEOTECHNICAL ENGINEERING & IOATERIAi..S TES -MG
Page
Max 16mum Requirmts
Tested =
(Rea'd) 1 =Ret e s t
96 1