HomeMy WebLinkAboutTest Reports & Daily Reports
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INSTANT TESTh,- _ COMPANY
4000 BEAU D'RUE DRIVE
EAGAN, MINNESOTA 55122
Phone 454-3544
RECEIVED
AUG ? Lt 1998 .
TEST REPORT
CITY OF PRIOR LAKE
DATE REPORTED: AUGUST 21, 1998
LABORATORY NUMBER 98216
FOR: McNAMARA CONTRACTING, INC.
5001 - 160TH STREET WEST
ROSEMOUNT, MINNESOTA 55068
PROJECT: MUSHTOWN ROAD
PRIOR LAKE, MINNESOTA
SAMPLED FROM: STA. 22 + 90 NORTHBOUND LANE
DATE SAMPLED: JULY 29, 1998
SAMPLED BY: MIGUEL - ITCO
MATERIAL: 2341A WEARING COURSE
LABORATORY RESULTS OF BITUMINOUS MIXTURES
SIEVE SIZE
% PASSING
REQUIRED
3/4"
5/8"
1/2"
3/8"
# 4
# 10
# 20
# 40
# 80
# 200
A
100
93.5
71 . 1
54.7
36. 1
20.4
7 . 1
3.8
100
40 - 85
2 - 8
% ASPHALT
6.2
---------------------------------------------------------------------
REMARKS: MEETS REQUIREMENTS
COPIES TO: CITY OF PRIOR LAKE
STEVE CRAWFORD, HOWARD GREEN & ASSOC.
CHARGE CODE: 1 # 403
G.J.
/
acek Professional Engineer - Registration No. 7254
/1&.
TWENTY-FIFTH ANNIVERSARY 1968-1993
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INSTANT TESTlttu COMPANY
4000 BEAU D'RUE DRIVE
EAGAN, MINNESOTA 55122
Phone 454-3544
RECE,"EO
~UG ? ~- \998
C\1'l OF PR\OH LAKE
1998 LABORATORY
TEST REPORT
DATE REPORTED: AUGUST 21,
NUMBER 98215
FOR: McNAMARA CONTRACTING, INC.
5001 - 160TH STREET WEST
ROSEMOUNT, MINNESOTA 55068
PROJECT: MUSHTOWN ROAD
PRIOR LAKE, MINNESOTA
SAMPLED FROM: 17251 MUSHTOWN ROAD
DATE SAMPLED: JULY 29, 1998
SAMPLED BY: MIGUEL - ITCO
MATERIAL: 2341A WEARING COURSE
LABORATORY RESULTS OF BITUMINOUS MIXTURES
---------------------------------------------------------------------
SIEVE SIZE
% PASSING
REQUIRED
3/4"
5/8"
1/2"
3/8"
# 4
# 10
# 20
# 40
# 80
# 200
A
100
92.5
69.9
54.0
36.5
21 . 1
7.3
3.8
100
40 - 85
2 - 8
% ASPHALT
5.9
---------------------------------------------------------------------
REMARKS: MEETS REQUIREMENTS
COPIES TO: CITY OF PRIOR LAKE
STEVE CRAWFORD, HOWARD GREEN & ASSOC.
CHARGE CODE: 1 # 403
Signed, x{I
G.J. K aeek Professional Engineer - Registration No. 7254
TWENTY-FIFTH ANNIVERSARY '968-1993
IIeo
INSTANT TESTI~_ COMPANY
4000 BEAU D'RUE DRIVE
EAGAN. MINNESOTA 55122
Phone 454-3544
~s - 07
RECEIVED
AlIG ? A 1998
TEST REPORT
CITY OF PRIOR LAKE
DATE REPORTED: AUGUST 21, 1998 LABORATORY NUMBER 98214
FOR: McNAMARA CONTRACTING, INC.
5001 - 160TH STREET WEST
ROSEMOUNT, MINNESOTA 55068
PROJECT: MUSHTOWN ROAD
PRIOR LAKE, MINNESOTA
SAMPLED FROM: 7551 MUSHTOWN ROAD
DATE SAMPLED: JULY 29, 1998
SAMPLED BY: MIGUEL - ITCO
MATERIAL: 2341A WEARING COURSE
LABORATORY RESULTS OF BITUMINOUS MIXTURES
SIEVE SIZE
% PASSING
REQUIRED
3/4"
5/8"
1/2"
3/8"
# 4
# 10
# 20
# 40
# 80
# 200
A
100
94.4
69.9
53. 1
34.8
19.5
6.5
3.7
100
40 - 85
2 - 8
% ASPHALT
6.0
---------------------------------------------------------------------
REMARKS: MEETS REQUIREMENTS
COPIES TO: CITY OF PRIOR LAKE
STEVE CRAWFORD, HOWARD GREEN & ASSOC.
CHARGE CODE: 1 # 403, 1 HR. # 601, 32 MI. # 612
II . . ~~.
Signed ~,,I.
G.J. ~acek Professional Engineer - Registration No. 7254
TWENTY-FIFTH ANNIVERSARY 1968-1993
BRAUNS~
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Braun Intertec Corporation
6950 West 146th Street, Suite 131
Apple Volley, Minnesota 55124-8520
612-431-4493 Fax: 431-3084
Engineers and Scientists Serving
the Built and Naturol Env;ronmen~
Sieve Analysis of Fme and Coarse A~~ c;gates
ASTM C 136-84a
Client:
Mr. Kevin McNamara
McNamara Contracting
5001 160th Street West
Rosemount, MN 55068
Project: BODX-97-275C
Project
Description:
Construction Testing Services
Fish Point Road
S.P. 201-105-06
Prior Lake, Minnesota
Date: October 20, 1997
Field Data
Sample No.:
Sampled By:
Date Sampled:
Date Received:
Date Tested:
Classification:
Sample Location:
G-3F
RDA
10/14/97
10/14/97
10/14/97
Class 5 - crushed limestone
Fish Point Road
Laboratory Results - ASTM C 117, C 136
Sieve Size % Passin~ Soecifications
1" 100 100
3/4" 95 90-100
3/8" 53 50-90
#4 32 35-80
#10 17 20-65
#40 10 10-35
#200 6.1 3-10
Remarks:
c:
Mr. Fred Britzius; H.R. Green
Ms. Sue McDermott; City of Prior Lake
ation
97275c\sa.3f
BRAUNSM
'-JT : ~T :c
Sieve Analysis of FIDe and Coarse Aggregates
ASTM C 136-84a
Client:
Mr. Kevin McNamara
McNamara Contracting
5001 160th Street West
Rosemount, MN 55068
Project: BODX-97-275C
Project
Descri ption:
Construction Testing Services
Mushtown Road
S.P. 201-105-06
Prior Lake, Minnesota
Date: October 17, 1997
Field Data
Sample No.:
Sampled By:
Date Sampled:
Date Received:
Date Tested:
Classification:
Sample Location:
G-3M
RDA
10/16/97
10/16/97
10/16/97
Class 5 - Crushed Limestone
Mushtown Road
Laboratory Results - ASTM C 117, C 136
Sieve Size % Passin~ Soecifications
1" 100 100
3/4" 92 90-100
3/8" 59 50-90
#4 35 35-80
#10 21 20-65
#40 14 10-35
#200 7.2 3-10
Remarks:
c:
Mr. Fred Britzius; H.R. Green
Ms. Sue McDermott; City of Prior Lake
ration
~
J es M. Samuelson I
ranch Manager
97275c\sa.3m
BRAUNS~
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~ )(
8raun Intertec Corporation 11;6
6950 West 146th Street, Suite 131 . :'<.'
Apple Valley, Minnesota 55124-8520 .
612-431-4493 Fax: 431-3084 t\~
Engineers and Scientists Serving at'"" -07
the Built and Natural Environment~ 1--'
Report of Field Compaction Tests
Date:
October 13, 1997
Projeet: BODX-97-275C
Report: 2
Client:
Mr. Kevin McNamara
McNamara Contracting
5001 160th Street West
Rosemount, MN 55068
Project Description:
Construction Testing Services
S.P.201-105-06
Prior Lake, Nlinnesota
Max. Lab Inplace Specified
Soil Optimum Dry D~nsity* Inplace Dry Relati ve t/linimwn
ill and ~loistur~* (Std.Proc.) l\1oisture Density Compaction Compact.
Test Date Type Classification (%) (pet) (%) (pet) (%) (%) Comments
.,1 ._
3 9/29/97 N P-l M: Class 5 9 137 4 137 100 100 A
4 9/29/97 N P-IM: Class 5 9 137 6 138 101 100 A
lA 10/2/97 N P-IF: SP 81h 130 3 134 104 100 A
5 10/2/97 N P-2F: Class 5 7 138 5 139 101 100 A
6 10/2/97 N P-2F: Class 5 7 138 6 138 100 100 A
7 10/2/97 N P-2F: Class 5 7 138 6 138 100 100 A
__'..'11". ,.- ,-- ...,,, .,.. ....-.
,. __ I, _.~.,._'J.' U
Key: N = Nuclear, ASTM D 2922 A = Test results comply with specifications.
SC = Sand Cone, ASTM D 1556 B = Test results do not comply with specifications.
* = O.M. and M.L.D.D. rounded to nearest 0.5
Test
Test Location
Elevation
3
4
lA
5
6
7
Mushtown Road: ST A 18 + 75, 10'S of ~~n~_erlin~; Class 5,subgrade
Mushtown Road: STA 14+50; 10)~.~t centerline; Class 5, subgrade
Retest of 1
Fish Point Road: ST A_21 +00 It., aggregate... bas~
Fish Point Road: ST A 23 + 50 ft., 5' from w. curb, aggregate base
Fish Point Road: STA 26+50 It., centerlin~? aggregate base
sub grade
subgrade
subgrade
sub grade
sub grade
sub grade
Elevation Reference:
c: Mr. Fred Britzius; H.R. Green
Ms. Sue McDermott; City of Prior Lake
9727Sc\cts.2
ruZ~
/~es M. Samuelson
vranch Manager
BRAUNSM
~T :: <T :C
Report of Field Compaction Tests
Date:
October 10, 1997
Project: BODX-97-275C
Report: 3
Client:
Mr. Kevin McNamara
McNamara Contracting
5001 160th Street West
Rosemount, MN 55068
Project Description:
Construction Testing Services
S.P. 201-105-06
Prior Lake, Minnesota
Max. Lab Inplace Specified
Soil Optimwn Dry Density* Inplace Dry Relative Minimwn
In and l\'loisture* (Std. Proc.) Moisture Density Compaction Compact.
Test Date Type Classification (%) (pcf) (%) (pcO (%) (%) Comments
8 10/9/97 N P-1M: Class 5 9 137 5 138 101 100 A
9 10/9/97 N P-IM: Class 5 9 137 5 137 100 100 A
10 10/9/97 N P-IM: Class 5 9 137 5 137 100 100 A
11 10/9/97 N P-1M: Class 5 9 137 5 137 100 100 A
Key: N
SC =
= Nuclear, ASTM D 2922
Sand Cone, ASTM D 1556
= O.M. and M.L.D.D. rounded to nearest 0.5
A = Test results comply with specifications.
B = Test results do not comply with specifications.
*
Test Test Location
8 Mushtown Road, ST A 35 +00. centerline! aggregate base
9 Mushtown Road, ST A 31 + 50~ centerline, aggregate base
10 Mushtown Road, ST A 21 +00, centerline, aggregate base
11 Mushtown Road, STA 16+50, centerline, aggregate base
Elevation
grade -6"
grade -6"
grade -6"
grade -6"
Elevation Reference:
c: Mr. Fred Britzius; H.R. Green
Ms. Sue McDermott; City of Prior Lake
Braun Intertec Corporation
9727Sc\clS.3
B RAU NSM
\IT : <T :C
Laboratory Compaction Characteristics of Soil (Proctor)
Date: October 10, 1997
Client:
Mr. Kevin McNamara
McNamara Contracting
5001 160th Street West
Rosemount, MN 55068
Project: BODX-97-275C
Description:
Construction Testing Services
M ushtown Road
S.P. 201-105-06
Prior Lake, Minnesota
Field Data:
Date Sampled
Sampled By
Classi fication
9/29/97
JWH
Class 5, subgrade
Test Number
Location Sampled
P-IM
Mushtown Road
Laboratory Data:
ASTM D: 698-91
As Received Water Content:
Sieve Data, % on 3/4":
Size of "Oversize":
Procedure: standard C
Prep. Method: we
% 3/4"-3/8":
Percent Oversize:
Date Tested: 10/2/97
Rammer Type: manual
% 3/8" - #4:
Spec. Gravity:
Maximum Dry Unit Weight, pcf
Optimum Water Content, %
Curve Values
137 pcf
9 %
Corrected Values (ASTM D 4718)
pef
%
138
I
_-L___
...
'a
::>
~
o
132
----- ,?' '..
---~:._--~~-
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________'-______ ____ I _ _____
t_ ~__
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-- _::~: J:::____ _____JL_:: __ _____
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----------1----------
.-1-__
136
c..
U
Q.
134
:c
e4
'Qj
~
130
128
-----,-
7
11
-.-
13
Water Content, %
5
9
15
9727Sc\p-.l M
BRAUNSM
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Sieve Analysis of Fine and Coarse Aggregates
ASTM C 136-84a
Client:
Mr. Kevin McNamara
McNamara Contracting
5001 160th Street West
Rosemount, MN 55068
Project: BODX-97-275C
Project
Description:
Construction Testing Services
Mushtown Road
S.P. 201-105-06
Prior Lake, Minnesota
Date: October 9, 1997
Field Data
Sample No.:
Sampled By:
Date Sampled:
Date Received:
Date Tested:
Classification:
Sample Location:
G-2M
RDA
10/7 /97
10/7/97
10/7 /97
Class 5 - Crushed Limestone
Mushtown Road
Laboratory Results - ASTM C 117, C 136
Sieve Size % Passin~ Soecifications
I" 100 100
3/4" 91 90-100
3/8" 43 50-90
#4 19 35-80
#10 14 20-65
#40 10 10-35
#200 5.4 3-10
Remarks:
97275c\sa.2m
c: Mr. Fred Britzius; H.R. Green
Ms. Sue McDermott; City of Prior Lake
BRAUNSM
NT :: <T ::C
q '7 _01
Sieve Analysis of Fme and Coarse Aggregates
ASTM C 136-84a
Client:
Mr. Kevin McNamara
McNamara Contracting
5001 160th Street West
Rosemount, MN 55068
Project: BODX-97-275C
Project
Description:
Construction Testing Services
Mushtown Road
S.P. 201-105-06
Prior Lake, Minnesota
Date: September 26, 1997
Field Data
Sample No.:
Sampled By:
Date Sampled:
Date Received:
Date Tested:
Classification:
Sample Location:
G-IM
JWH
9/23/97
9/23/97
9/23/97
Select Granular Borrow Mod.
Pearson's Aggregate, Mushtown Road
Laboratory Results - ASTM C 117, C 136
Sieve Size
#4
#10
#40
#100
#200
% Passin~
100
78
10
o
o
Soecifications
40% max.
5% max.
Remarks:
c: Mr. Fred Britzius; H.R. Green
Ms. Sue McDermott; City of Prior Lake
Braun Intertec Corporation
97275c\sa.l m
es M. Samuelson
ranch Manager
MUSHTOWN ROAD.. PROJECT 95-07
MAILING LIST
WOODRIDGE ESTATES 3RD
Brink Land
7765 East 175th Street
Prior Lake, MN 55372
STASSEN CONSTRUCTION INC.
Louie Stassen
1661 7 Creekside Circle SE
Prior Lake, MN 55372
Herbert & Elaine Wensmann
3312 West 151st Street
Rosemount, MN 55068
CITY OF PRIOR LAKE
)AIL Y REPORT
CUENT PROJECT OZ$ -t) ;
CONTRACTOR (PRIME/SUB) Jq vHItIA4IJ.~* I gyQVJH + "e. \ ~
TEMP. RANGE hb"~ WIND CLOUD COVER CL.
PAGE OF
DATEJ//~/97 5 M T W 4)r s
. SUPERIN1t:NDENT ..td:,&HN. / ~GN
(
PREClPIT A nON
PIPE PROGRt.;);)
CREW 1 CREW 2
STA L~
SERVICES
SIZE - T'1PE LENGlH ~
ROAD CONSTRUC~ON
PLAN SHEET
STREET
SN-WM-ST-FM
SIZE-MATERIAL
SOIL TYPE
SPEC. GRAN.
END STA
BEGIN ST A
LENGTH
FOREMAN
WORKERS
START TIME
END TIME
MA TERIAL
END STA
BEGIN STA
LENGTH
DEPTH x W1D1H
CALC QUANTlTY
USED QUANTITY
YlELD= USED kAle
COMMENTS:
VAlVES, rlIIINGS. HYDRANTS,
MANHOlES AND CATCH BASINS
Station T~. Depth SIze
COWWENlS:
~ ovr or sTl'ttl:J JH/ TI> \oJ~~ t> 11-
fl ~;::.~ N G1i-~ ~ \ ~e. (e~r)
INSPECll0N llME
JOB NUMBER
TO
MILEAGE
TOTAL HOURS
INSPECTOR
'Nhite - Office
Yellow - Inspector