HomeMy WebLinkAboutSoil Density Reports
RE~~I\IC:=D
ocr i ~ 1995
_caIv. OF
fIftfCJIlt LAKE
Compressive Test of Concrete Cylinder
Test Method: As .uvI C 39, 6" x 12" Cylinder
BRAUNSM
~T : ~T :c
8raun Intertec Corporation
6950 West 146th Street, Suite 131
Apple Volley, Minnesota 5512A-8520
612..431-4493 Fox: 431-3084
Engineers and Scientists Serving
the Built and Natural Environments
Date:
October 6, 1995
Project Number:
BODX-95-164
Client:
Mr. Jim Kephart
S.M. Hentges
650 Quaker Avenue, P.O. Box 69
Jordan, MN 55352
Project
Description:
Construction Testing Services
Creekside Circle Street hul-'AOvements
City Project Number.. ~,,- 0 "-
Prior Lake, Minnesota
FIELD DATA:
Set Number: 1
Date Cast: 917/95
Time Cast: 8:45 a.m.
Measured Slump: ~"
Measured Air: 5.6%
Concrete Temperature: 700 F
Air Temperature: 600 F
Cylinder Cast By: DDM
Liquid Added at Site: none
Sample Location: Curb and Gutter: Station 11 + 50, west side of road
DESIGN DATA:
Mix Design: 3A22-3
Supplier: Model
Specified Air: 6.0% :t: 1%
Specified Strength: 3900
Truck or Ticket No.: 111
Cylinders Per Set: 3
Field Notes:
Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remarks
No. Recvd Date Cure Cure Age (pounds) (sqin) Strength, psi Code(s)
lA 9/8 9/14 1 6 7 139630 28.35 4930 F
IB 9/8 10/5 1 27 28 163640 28.41 5760 K
lC 9/8 HOLD
Specified Strength at 28 Days (psi): 3900
Remarks:
F: The specified 28-day SL.\:.Ugth was met at the 7-day age according to the above test results.
K: The above 28-day test result meets the required design strength.
c:
Mr. Dave Thompson; MSA
Mr. John Wingard; City of Prior Lake
/
)/~
/
95 164\conc.1
BRAUNSM
INTERTEC
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39, 6" x 12" Cylinder
Date:
October 6, 1995
Project Number:
BODX-95-164
Client:
Mr. Jim Kephart
S.M. Hentges
650 Quaker Avenue, P.O. Box 69
Jordan, MN 55352
Project
Description:
Construction Testing Services
Creekside Circle Street Improvements
City Project Number 91ii11t. q S - 0 '"L
Prior Lake, Minnesota
"JrmLD DATA:
Set Number: 2
Date Cast: 917/95
Time Cast: 10:00 a.m.
Measured Slump: l~"
Measured Air: 5.7%
Concrete Temperature: 700 F
Air Temperature: 600 F
Cylinder Cast By: DDM
liquid Added at Site: none
Sample Location: Curb and Gutter: Station 12+00, south side of road
DESIGN DATA:
Mix Design: 3A22-3
Supplier: Model
Specified Air: 6.0% :I: 1 %
Specified Strength: 3900
Truck or Ticket No.: 114
Cylinders Per Set: 3
Field Notes:
SWuyle Date Test Field Lab Test Max Load Cyl Area Compressive Remarks
No. Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s)
2A 9/8 9/14 1 6 7 118510 28.35 4180 F
2B 9/8 10/5 1 27 28 129670 28.41 4560 K
2C 9/8 HOLD
Specified Strength at 28 Days (psi): 3900
Remarks:
F: The specified 28-day strength was met at the 7-day age according to the above test results.
K: The above 28-day test result meets the reqlrired design strength.
c:
Mr. Dave Thompson; MSA
Mr. John Wingard; City of Prior Lake
Braun Intertec Corporation
95 164\conc.2
/1fr:!.es M. samuelson
~ffice Manager
j
BRAUNSM
'-JT :: ~T ::c
draun Intertec Corporation
6950 West 146th Street, Suite 131
Apple Valley, Minnesota 55124-8520
612-431-4493 Fax: 431-3084
Sieve Analysis of Fine and Coarse Aggregates
ASTM C 136-84a
Engineers and Scientists Serving
the Built and Natural Environments
Client:
Mr. Jim Kephart
S.M. Hentges
650 Quaker Avenue, P.O. Box 69
Jordan, MN 55352
Project: BODX-95-164
Project
Description:
Construction Testing Services
Creekside Circle Street Improvements
City Project Number'" 4 5""" - 02-
Prior Lake, Minnesota
Date: September 26, 1995
Field Data
Sample No.:
Sampled By:
Date Sampled:
Date Received:
Date Tested:
Classification:
Sample Location:
G-l
TON
9/14/95
9/14/95
9/14/95
Class #5 Crushed Limestone
ST A 1 + 00, Creeside Circle
. ~(t}
t), ~_
J'~~
Laboratory Results - ASTM C 117, C 136
Sieve Size % Passina Soecifications
1" 100 100
3/4" 95 90-100
3/8" 71 50-90
#4 55 35-70
#10 46 20-55
#40 34 10-35
#100 14
#200 8.3 3-10
Remarks:
c: Mr. Dave Thompson; MSA
Mr. John Wingard; City of Prior Lake
Braun Intertec Corporation
(-,~~
/ fames M. Samuelson /
U Office Manager
95164\sa.l
BRAUNSM
\JT : ~T :c
Braun Inter1ec Corporation
6950 West 146th Street, Suite 131
Apple Valley, Minnesota 55124-8520
612-431-4493 Fax: 431-3084
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39, 6" x 12" Cylinder
Engineers and Scientists Serving
the Built and Natural Environments
Date:
September 15, 1995
Project Number:
BODX-95-164
,,"'
\".
"
Client:
Mr. Jim Kephart
S.M. Hentges
650 Quaker Avenue, P.O. Box 69
Jordan, MN 55352
Project
Description:
Construction Testing Services
Creekside Circle Street Improvements
City Project Number 93-03
Prior Lake, Minnesota
...;,'
'llu.LD DATA:
Set Number: 2
Date Cast: 917/95
Time Cast: 10:00 a.m.
Measured Slump: lY2"
Measured Air: 5.7%
Concrete Temperature: 700 F
Air Temperature: 600 F
Cylinder Cast By: DDM
Liquid Added at Site: none
Sample Location: Curb and Gutter: Station 12+00, south side of road
DESIGN DATA:
Mix Design: 3A22-3
Supplier: Model
Specified Air: 6.0% :t 1%
Specified Strength: 3900
Truck or Ticket No.: 114
Cylinders Per Set: 3
Field Notes:
Sample
No.
Date
Recvd
Test
Date
Field
Cure
Lab
Cure
Test
Age
Max Load
(pounds)
118510
Cyl Area
(sq in)
Compressive
Strength, psi
Remarks
Code(s)
2A
9/8
9/14
1
6
7
28.35
4180
F
Specified Strength at 28 Days (psi): 3900
Remarks:
F: The specified 28-day strength was met at the 7-day age according to the above test results.
c:
Mr. Dave Thompson; MSA /
Mr. John Wingard; City of Prior Lake
Braun Intertec Corporation
95164\cODc.2
/~es M. Samuelson
(/Office Manager
if
BRAUNSM
~T : ~T :c
8raun Intertec Corporation
6950 West 146th Street, Suite 131
Apple Valley, Minnesota 55124-8520
612-431-4493 Fax: 431-3084
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39, 6" x 12" Cylinder
Engineers and Scientists Serving
the Built and Natural Environments
Date:
September 15, 1995
Project Number:
BODX-95-164
Client:
Mr. Jim Kephart
S.M. Hentges
650 Quaker Avenue, P. O. Box 69
Jordan, MN 55352
Project
Desaiption:
Construction Testing Services
Creekside Circle Street Improvements
City Project Number ~ tt ,- - 0 2-
Prior Lake, Minnesota
r.
"
"
IflELD DATA:
Set Number: 1
Date Cast: 917/95
Time Cast: 8:45 a.m.
Measured Slump: Y2 It
Measured Air: 5.6%
Concrete Temperature: 700 F
Air Temperature: 600 F
Cylinder Cast By: DDM
Liquid Added at Site: none
Sample Location: Curb and Gutter: Station 11 + 50, west side of road
--.DESIGN DATA:
Mix Design: 3A22-3
Supplier: Model
Specified Air: 6.0% 1: 1 %
Specified Strength: 3900
Truck or Ticket No.: 111
Cylinders Per Set: 3
Field Notes:
Sample
No.
Date
Recvd
Test
Date
Field
Cure
Lab
Cure
Test
Age
Max Load
(pounds)
139630
Cyl Area
(sq in)
28.35
Compressive
Strength, psi
Remarks
Code(s)
1A
9/8
9/14
1
6
7
4930
F
Specified Strength at 28 Days (psi): 3900
Remarks:
F: The specified 28-day strength was met at the 7-day age according to the above test results.
c:
Mr. Dave Thompson; MSA /.
Mr. John Wingard; City of Prior Lake
Braun Intertec Corporation
9S164\coDc.l
~
BRAUNSM
\JT :: ~T ::c
. raun Intertec Corporation
6950 West 146th Street, Suite 131
Apple Valley, Minnesota 55124-8520
612431-4493 Fax: 431-3084
Engineers and Scientists Serving
the Built and Natural Environments
September 14, 1995
Project BODX-95-156
Mr. Jim Kephart
S.M. Hentges
650 Quaker Avenue
P.O. Box 69
Jordan, MN 55352
I'
(
S.~,..
I... f)
I
. ."
"..)
Dear Mr. Kephart:
'f,-Of
Re: Water Testing, Ridgemont Avenue, City Project Number~, Prior Lake,
Minnesota
Braun Intertec Corporation (Braun Intertec) received your analytical request on September 6,
1995. Analytical results are summarized on the following laboratory report.
We appreciate the opportunity to meet your analytical needs. If you have any questions or
need additional information, please call Jim Samuelson at (612) 431-4493.
Sincerely,
(\ , / _H k.._
es M. s~/-
Office Manager
Attachments :
Chain of Custody
Laboratory Results
c:
Mr. Dave Thompson; MSA /'
Mr. John Wingard; City of Prior Lake v/"
951S6\wtltr
BRAUNS~
~T : ~T :c
8raun Intertec Corporation
6950 West 146th Street, Suite 131
Apple Valley, Minnesota 55124-8520
612-431-4493 Fax: 431-3084
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39, 6" x 12" Cylinder
Engineers and Scientists Serving
the Built and Natural Environments
Date:
September 13, 1995
Project Number:
BODX-95-156
Client:
Mr. Jim Kephart
S.M. Hentges
650 Quaker Avenue, P. O. Box 69
Jordan, MN 55352
Project
Desaiption:
Construction Testing Services
Ridgemont Avenue
City Project Number~ 9S"""O\
Prior Lake, Minnesota
{
$/'
J;.fJ I ..\
(J.
'v....;,.
'"
.~'lliLD DATA:
Set Number: 1
Date Cast: 8/11/95
Time Cast: 2:20 p.m.
Measured Slump: ~"
Measured Air: 3.7%
Concrete Temperature: 850 F
Air Temperature: 900 F
Cylinder Cast By: TDN
Liquid Added at Site: none
Sample Location: Curb and Gutter: Ridgemont Avenue, Station 8 +00, west side
DESIGN DATA:
Mix Design: 3A22-3
Supplier: Model
Specified Air: not given
Specified Strength: 3900
Truck or Ticket No.: 31556
Cylinders Per Set: 3
Field Notes:
Sample
No.
Date
Recvd
Test
Date
Field
Cure
Lab
Cure
Test
Age
Max Load
(pounds)
Cyt Area
(sqin)
Compressive
Strength, psi
Remarks
Code(s)
1A
1B
8/12
8/12
8/18
9/8
1
1
6
27
7
28
113280
139800
28.29
28.43
4000
4920
F
K
Specified Strength at 28 Days (psi): 3900
Remarks:
F: The specified 28-day strength was met at the 7-day age according to the above test results.
K: The above 28-day test result meets the required design strength.
c: Mr. Dave Thompson; MSA
Mr. John Wmgard; City of Prior Lake
9S1S6\conc.l
Braun Intertec Corporation
(:~d~
/Iames M. Samuelson /
U Office Manager
BRAUNSM
INTE<T:C
Date:
September 11, 1995
Project Number:
BODX-95-156
I
$,:/ J
/,
~ '
I"" .
+"",l
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39, 6" x 12" Cylinder
Client:
Mr. Jim Kephart
S.M. Hentges
650 Quaker Avenue, P. O. Box 69
Jordan, MN 55352
Project
Desaiption:
Construction Testing Services
Ridgemont Avenue
City Project Number ~ q,. - .Of
Prior Lake, Minnesota
.lI.~LD DATA:
Set Number: 2
Date Cast: 8/12/95
Time Cast: 9: 30 a.m.
Measured Slump: ItA "
Measured Air: 5.2%
Concrete Temperature: 850 F
Air Temperature: 830 F
Cylinder Cast By: DWJ
Liquid Added at Site: none
Sc:u.uple Location: Curb and Gutter: Ridgemont Avenue, Station 1 +00, east side
DESIGN DATA:
Mix Design: 3A22-3
Supplier: Model
Specified Air: 6.0%
Specified Strength: 3900
Truck or Ticket No.: 129
Cylinders Per Set: 3
Field Notes:
Sample Date Test Field Lab Test
No. Recvd Date Cure Cure Age
Max Load
(pounds)
Cyl Area
(sq in)
Compressive
Strength, psi
Remarks
Code(s)
2A 8/14 8/21 2 7 9
2B 8/14 9/11 2 28 30
99840
140880
28.33
28.36
3520
4970
B
K
Specified Strength at 28 Days (Psi): 3900
Remarks:
B: The 9-day test result projects that the specified strength will likely be met at the 28-day age according to
a typical strength age relationship.
K: The above 28-day test result meets the required design strength.
c: Mr. Dave Thompson; MSA
Mr. John Wingard; City of Prior Lake
Braun Intertec Corporation
~~~L~. .~
- es M. Samuelson /
Office Manager
9S lS6\conc.2
SP~C'1'RU1~ 301 West County Road E2 · St. raul, MN 55112
(612) 633-0101 · F~X (612) 633-1402
LABORATORY ANALYSIS REPORT
DATE: September 11, 1995 PAGE: 10f1
CLIENT: Braun Intertec Corp. PROJECT NO.: 090695-200137
6950 w: 146th St.. COLLECTION DATE: 9/06/95
Suite 128-131 COLLECTED BY: Dan Messner
Apple Valley,!vJN 55124 RECEIVED DATE: 9/06/95
CONTACT: Jim Samuelson
Sample No.:
Sample ID.:
9509031712
Hydrant at Sta 0100
Ridgemont Ave ANAL YSIS
RESULT DATE
ND 9/06/95
ANAL YSIS
Total Coliform (SM909A)
UNITS MDL
CFU/100mL 1
ND means Not Detected
MDL means Method Detection Limit
CFU/l00mL means Colony Forming Units Per Milliliter
This report has been reviewed by me for technical accuracy and completeness. The analyses were performed
using EP A or other approved methodologies and the results were reported on an "as received" basis unless
otherwise noted. Organic soil analyses were reported on a dry weight basis. Please contact me if you have any
questions or comments regarding this report. Spectrum Labs, Inc. appreciates the opportunity to provide this
analytical service for you.
Report Submitted By,
~a;;' ~it
Laboratory Manager
TLH:cfs
bic254-1
........
.aii A ~ember of The Yfarmon Group of Companies
U, dUll 1"le,te(; COI pOI a 11011
6875 Washington Avenue South, P.O. Box 39108
Edina, MN 55439
(612) 941-5600
CHAIN OF CUSTODY RECORD
Report Information:
Client Reference:
Client Name, Address, Phone
~, 1\'1 \ f/E~ ~_~ s
Purchase Order II
Carbon Copy of Report To:
Phone (
Fax (
Report to~ 5AJllUf t. x.f...j
Samplers:
':D.It;AJ /l-'t'.SUVL fL
Log-In' Sample
(for laboratory use) Description
Ji '/.llf2A,tJr AT
sr/l O~
~fAt:t 'JJT ,4t1t ·
/
IA
Collection
Dale Time
f ~ '8" ~JX'b
Relinquished By;
Date Time
, ,
Dale Time
I I
Relinquished By:
White Copy - laboratory
Yellow Copy - Laboratory
I
Received By:
Sample Matrix
Air J:!!L Sol.
Log-in 1#
Project II _f?:c>DX - 9.:!>- /-56
Project Manager YM5
(for laboratory use)
x
~,ceive~ for laboralory By:
( ~ I / ~ -~'11 I A' iLl (..
Pink Copy - Client j I .
Type/Number of Containers
v
o
A
G
E
N
E
R
A
l
M
E
T
A
l
S
u
Q)
L..
fJ
tt:
c::
:::l
:0
Q)
L..
~
iI
N
U
T
R
I
E
N
T
S
Dale Time
, "Ii,!.' I .
.:;.- t_
P
E
S
T
I
p
C
B
::! :--
>
o
'"
~\
~
~
Commenls:
C
H
A
R
T
U
B
E
Samples Returned To:
o
T
H
E
R
Samples Retained By:
;~~~N~
~
INTERTEC
Condition of Samples Upon Receipt:
o Good 0 Other
E
o
<D
E
o
~
N
o
N
E
o
l()
l()
J
Temperature of Cooler Upon Receipt:
co 0 Received on Ice
-----...
Wisconsin lUST Project: 0 Yes
- -AnaIYSlslR~maiKS -----
-"--'
---
/l:'771t.. C'dLT hJ,I21Yl5
L?;#Ak
Date
, I
Time
Relinquished By:
Complete Shaded Areas and Return with Samples
Received By:
F: CHAIN
BRAUNSM
I , T : (T :C
Compreaive Test of Concrete Cylinder
Test Method: ASTM C 39, 6" x 12" Cylinder
Date:
August 31, 1995
Project Number:
BODX-95-156
Client:
Mr. Jim Kephart
S.M. Hentges
650 Quaker Avenue, P.O. Box 69
Jordan, MN 55352
Project
Description:
Construction Testing Services
Ridgemont Avenue
City Project Number !.J..r q 5"- 0 I
Prior Lake, Minnesota
'I'~LD DATA:
Set Number: 4
Date Cast: 8/18/95
Time Cast: 11:15 a.m.
Measured Slump: 41,4"
Measured Air: 6.4%
Conaete Temperature: 910 F
Air Temperature: 850 F
Cylinder Cast By: TDS
Liquid Added at Site: 5 gallons water to 7~ yards conaete
&.......yle Location: Sidewalk: Ridgemont Avenue, Station 1 +75, west side
DESIGN DATA:
Mix Design: 3A32-3
Supplier: Model
Specified Air: 5-7%
Specified Strength: 3900
Truck or Ticket No.: 214
Cylinders Per Set: 3
Field Notes:
Sample Date Test Field Lab Test
No. Recvd Date Cure Cure Age
Max Load
(pounds)
Cyl Area
(sqin)
Compressive
Strength, psi
Remarks
Code(s)
4A 8/21 8/25 3 4 7
79170
28.31
2800
B
Specified Strength at 28 Days (Psi): 3900
Remarks:
B: The 7 -day test result projects that the specified strength will likely be met at the 28-day age according to
a typical strength age relationship.
c:
Mr. Dave Thompson; MSA
Mr. John Wmgard; City of Prior Lake
Braun Intertec Corporation
~fuelsonL~
~~er
-'
9S1S6\conc.4
BRAUNSM
~T :: ~T ::c
Braun Interlec Corporation
6950 West 146th Street, Suite 131
Apple Valley, Minnesota 55124-8520
612-431-4493 Fax: 431-3084
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39, 6" x 12" Cylinder
Engineers and Scientists Serving
the Built and Natural Environments
Date:
August 26, 1995
Project Number:
BODX-95-156
Client:
Mr. Jim Kephart
S.M. Hentges
650 Quaker Avenue, P.O. Box 69
Jordan, MN 55352
Project
Description:
Construction Testing Services
Ridgemont Avenue
City Project NUIIlb<< 9J tn.. q) -~t
Prior Lake, Minnesota
I~"
Stp J I
ttJ~
ut.JtJ
-.ru..I~D DATA~
Set Number: 3
Date Cast: 8/17/95
Time Cast: 2:00 p.m.
Measured Slump: 3"
Measured Air: 7.0%
Concrete Temperature: 890 F
Air Temperature: 830 F
Cylinder Cast By: TDS
Liquid Added at Site: 5 gallons water to 11 yards concrete
Sample Location: Sidewalk: Ridgemont Avenue, Station 7+50, west side
DESIGN DATA:
Mix Design: 3A22-1
Supplier: Model
Specified Air: 5-7%
Specified Strength: 3900
Truck or Ticket No.: 33127/109
Cylinders Per Set: 3
Field Notes:
Sample
No.
Date
Recvd
Test Field Lab
Date Cure Cure
Test
Age
Max Load
(pounds)
Cyl Area
(sqin)
Compressive
Strength, psi
Remarks
Code(s)
3A
8/18
8/24 1 6
7
98300
28.31
3470
B
Specified Strength at 28 Days (psi): 3900
Remarks:
B: The 7 -day test result projects that the specified strength will likely be met at the 28-day age according to
a typical strength age relationship.
c:
Mr. Dave Thompson; MSA /
Mr. John Wingard; City of Prior Lake
Braun Intertec Corporation
~
9S1S6\conc.3
BRAUNSM
~T : ~T :c
8raun Intertec Corporation
6950 West 146th Street, Suite 131
Apple Valley, Minnesota 55124-8520
612-431-4493 Fax: 431-3084
Bituminous Mixture Analysis
Engineers and Scientists Serving
the Built ana Natural Environments
Date:
Cient:
Mr. TlDl Kephart
S.M. Hentges
650 Quaker Avenue, P.O. Box 69
Jordan, MN 55352
Field Data
Sample No:
Date Sampled:
Date Received:
Date Tested:
Sample Location:
July 8, 1996
Project: BODX-95-164
Project Description:
Construction Testing Services
Creekside Circle Street Improvements
City Project Number 93-03
PriorLake,Minnesota
4
6/21/96
6/26/96
6/26/96
Creekside Circle
Supplier:
Sampled By:
Specification:
Type:
Course:
not given
DDM
not given
not given
Wear
:-
Mixture Results Aggregate Test Results
Working
Result Spec Sieve Size % Passing Range
Extracted Asphal4 % ** 5.8 5.8 min. 3/4"
Marshall Voids, % 2.5 2-6 5/8"
Marshall Blows/Side 50 SO 1/2" 100 100
Marshall Density, pet 150.8 3/8" 96 91-100
#4 78 67 -77
#10 61 49-57
** A 0.3 percent reduction factor has not been added. #20 46
#40 31 21-29
Marshall properties based on an average of three #80 14
specimens. #100
#200 8.7 3-7
c: Mr. Dave Thompson; MSA
Mr. John Wingard; City of Prior Lake
9S164\bma.4
~
,
BRAUNSM
\IT : ~T :c
Braun Intertec Corporation
6950 West 146th Street, Suite 131
Apple Valley, Minnesota 55124-8520
612-431-4493 Fax: 431-3084
Engineers and Scientists Serving
the Built and Natural Environments
Report of Field Bituminous Tests
Date: July 3, 1996
Project No.:
BODX-95-164
l1~a
J(j( ,'I'
O~
Client:
Mr. Jim Kephart
S.M. Hentges
650 Quaker Avenue, P.O. Box 69
Jordan, MN 55352
Project Description:
Construction Testing Services
Creekside Circle Street Improvements
City Project Number 93-03
Prior Lake, Minnesota
L", " 11 Ma. LIb. ID PI.- BiL
Tat MDIDOT 1lli .'1.. .. . Temp. o-&ty Demity n ,,,..,, SpoQW
No. D.- Spec. , Coane (in.) ("P) (Pa) (Pal) C. "" .:.. C.... .:llIl C--
3 6/28/96 2331 wear 1.5 150.8 144.5 95.8 95 A
4 6/28/96 2331 wear 1.5 150.8 143.5 95.2 95 A
1,
Nuclear Method
X Core Method
ASTM D 2922-81
ASTM D 2726
Marshall Density ASTM D 1559
Max. Theo. Density ASTM D 2041
Tat NambIIr
Tat l.oc:aIiClll
Um
3 Creekside Circle, Station 2 + 50
4 Creekside Circle, Station 11 + 50
1. Bituminous A. Test results \N~}'ly with specifications.
2. B. Test results do not comply with specifications.
3.
c: Mr. Dave Thompson; MSA
Mr. John Wmgard; City of Prior Lake
95 1 64\bt.2
~m~~
-"
BRAUN5.
~T : <T :C
Bituminous Mixture Analysis
Date:
Client:
Mr. Jim Kephart
S.M. Hentges
650 Quaker Avenue, P.O. Box 69
Jordan, MN 55352
Field Data
Sample No:
Date Sampled:
Date Received:
Date Tested:
Sample Location: Creekside Cir., Station
3+75
June 12, 1996
Project: BODX-95-164
Project Description:
Construction Testing Services
Creekside Circle Street Improvements
City Project Number 93-03
Prior Lake, Minnesota
3
5/28/96
5/30/96
5/31/96
Supplier:
Sampled By:
Specification:
Type:
Course:
River City Asphalt
MSA
2340/2331
41A
Wear
Mixture Results Aggregate Test Results
Working
Result Spec Sieve Size % Passing Range
Extracted Asphalt, % ** 5.3 5.8 min. 3/4" 100
Marshall Voids, % 2.5 2-6 5/8" 100
Marshall Blows/Side 50 50 1/2" 100 100
Marshall Density, pcf 150.8 3/8" 93 91-100
___IJ~_I"_
#4 72 67 -77
* A 0.3 percent reduction factor has been added. #10 55 49-57
** A 0.3 percent reduction factor has not been added. #20 41
#40 27 21-29
Marshall properties based on an average of three #80 12
specimens. #100
#200 6.6 3-7
c: Mr. Dave Thompson; MSA
Mr. John Wingard;' City of Prior Lake
95 1 64\bma.3
Braun Intertec Corporation
~~Lv-k.
;:f~es M. Samuelson '
(J1ffice Manager
BRAUNSM
~T : <T :C
,raun Intertec Corporation
6950 West 146th Street, Suite 131
Apple Valley, Minnesota 55124-8520
612-431-4493 Fax: 431-3084
Engineers and Scientists Serving
the Built and Natural Environments
Report of Field Bituminous Tests
Date:
June 11, 1996
Project No.:
BODX-95-164
Client:
Mr. Jim Kephart
S.M. Hentges
650 Quaker Avenue, P.O. Box 69
Jordan, MN 55352
Project Description:
Construction Testing Services
Creekside Circle Street Improvements
City Project Number~ ~, - O~
Prior Lake, Minnesota
MaL La. ID ~ Bit.
Tat MDIDOT 11i~... , LaydDwa Temp. Demi 'J Dcality P."..", SpeciW
No. 0alIIl $poG. , c- (ill.) ("F) (Fa) (PCP) ~cm c. "'. .:.. c......."",
1 6/11/96 2331 Wear 1.4 not given 150.8 142.9 94.8 95 B
2 6/11/96 2331 Wear 1.4 not given 150.8 138.7 92.0 95 B
Nuclear Method
Core Method
ASTM D 2922-81
ASTM D 2726
X Marshall Density
Max. Theo. Density
ASTM D 1559
ASTM D 2041
Teat Nam:. ..
Teat 1.oc:aIioa
Um
1 Creekside Circle, Station 2 + 50
2 Creekside Circle, Station 11 + 50
1. Bituminous A. Test results comply with specifications.
2. B. Test results do not comply with specifications.
3.
c:
Mr. Dave Thompson; MSA /'
Mr. John Wingard; City of Prior Lake V
9S1 64\bt.1
&aun m~c:z~
J es M. Samuelson
ffice Manager
BRAUN~
I ~T : <TEe
Bituminous Mixture Analysis
Date:
Qient:
Mr. fun Kephart
S.M. Hentges
650 Quaker A v~ue, P.O. Box 69
Jordan, MN 55352
Field Data
Sample No:
Date Sampled:
Date Received:
Date Tested:
Sample Location: Creekside Circle
November 9, 1995
Project: BODX-95-164
Project Description:
Construction Testing Services
Creekside Circle Street Improvements
City Project Number 9t;03 9. 5" ~ 02-
Prior Lake, Minnesota
2
10/11/95
10/13/95
10/24/95
Supplier: River City Asphalt
Sampled By: contractor
Specification: 2331
Type: Base
Course: 32B
Mixture Results Aggregate Test Results
General
I Result Spec Sieve Size % Passing Spec.
I Extracted Asphalt, % * 5.1 5.0 min. .: 3/4" 100 100
!: :1 5/8" 96
:i
l Marshall Blows/Side 1/2" 88
Marshall Density, pet 3/8" 80 ,:
#4 68 40-85
#10 53
#20 39
#40 24
* A 0.3 percent retention factor has been added. #80 11
** A 0.3 percent retention factor has not been added. #100 9
#200 6.8 2-8
c: Mr. Dave Thompson; MSA
Mr. John Wmgard; City of Prior Lake
9S164/bma.2
Braun Intertec Corporation
~~
I ~es M. Samuelson /'
Vf:fice Manager
Project:
Project Description:
Construction Testing Services
Creekside Circle Street Improvements
City Project Number ~ 9 c; - 02-
Prior Lake, Minnesota
BRAUN~
~T : (T :C
Bituminous Mixture Analysis
November 9, 1995
Date:
Client:
Mr. Jim Kephart
S.M. Hentges
650 Quaker Avenue, P.O. Box 69
Jordan, MN 55352
Field Data
Sample No:
Date Sampled:
Date Received:
Date Tested:
Sample Location:
Supplier:
Sampled By:
Specification:
Type:
Course:
1
10/11/95
10/19/95
10(20/95
STA 10+25, East Side of
Rd. Creekside Circle
Mixture Results
I: .
'I
Extracted Asphalt, %**
Marshall Voids, %
Marshall Blows/Side
Marshall Density, pet
Result Spec
5.0 min.
3-5
50
3.5
50
150.0
** A 0.3 percent retention factOr has not bee;1 added.
c: Mr. Dave Thompson; MSA
Mr. John Wingard; City of Prior Lake
BODX-95-164
River City Asphalt
Client
not given
Base
32B
Aggregate Test Results
Sieve Size
% Passing
Working
Range
3/4"
5/8"
1/2"
3/8"
#4
#10
#20
#40
#80
#100
#200
~~a~
/ ~es M. Samuelson '
(/Office Manager
9S164/bma.1
BRAUNSI
I NTE RTEC
Braun Intertec Corporation
6950 West 1.46th Street, Suite 131
Apple Valley, Minnesota 55124-8520
612-431-4.493 Fax: .431-308.4
Engineers and Scientists SefVing
the Built and Natural Environments
Report of Field Bituminous Tests
Date: November 8, 1995
Project No.:
BODX-95-164
,*,Op-t~o~~
/ J' ~~C
~
CHent:
Mr. flDl Kephart
S.M. Hentges
650 Quaker Avenue, P. O. Box 69
Jordan, MN 55352
Project Description:
Construction T ~g Services
Creekside Circle Street Improvements
City Project Number M=I!t C\S-D2..
Prior Lake, Minnesota
Tat MaIDOT 1..1,1" . Mu. Lab. ID P!aclo Bit. r ~..... . Speci80cl
No. D.- Spec. , Coane 'lbicIaIDIe Temp. o.aRty o-ity c..., .:.. c..., .:.. c.........
(ilL) (ep) (PCP') (PCP')
1 11/3/95 2331 Base . 3.2 150.0 147.7 98 95 A
2 11/3/95 2331 Base 3.3 150.0 147.6 98 95 A
3 11/3/95 2331 Base 4.5 150.0 145.9 97 95 A
Nuclear Method
X Core Method
ASTM D 2922-81
ASTM D 2726
Marshall Density ASTM D 1559
Max. Theo. Density ASTM D 2041
Tat Na ...
Tat Locariaa
l.mD
r
1 Creekside Circle, Station 3 + 50
2 Creekside Circle, Station 8 +00
3 Creekside Circle, Station 12 + 50
1. Bituminous A. Test results comply with specifications.
2. B. Test results do not ww.yly with specifications.
3.
c: Mr. Dave Thompson; MSA /'
Mr. John Wmgard; City of Prior Lake V
Braun Intertec Corporation
9S164\biLl
I
r - ~5- '3 ~:.; T U E 1 1, : 2 =3 t., ~=; A ~=; T F' A U L
r'~'I". '.'S---'J,-I ·
i : \
j \ 1
I... l ~r4
l...-..___.. "~"__' "..,._....
HI,Sl LH\G c)ti\EffiJ
I j~6 tntf9't ?':lr\: Dr:v&
51. PC;Jl, ,',^N 5.5 \ 08
(:Ii 1.,~~.4' 4389
1800 a~s.{nJ
Fox 6i2c.i..1(1.Li6
eVil El ;(:~~b::~~.r
~l;\'l~CNl,.\f.\rAt
MVNI(;{t.l
;Jf~t:~~ ~:~~G
S()UO W.:::irt
~;]Li(T~;~Al
$U~\/(YtI':G
:P..~.HiC
""Ni~(-I..I~r?nCN
n KiRI":..:U'.\E-:-."~>JlOl
~~G;;.'":Ec~~.NG.
r"V,4,C
P _ 0 1
\ ~'
DA IE: ~ - ~) ..,. e, ':::>
PROJECT NO.: \ t) 'Z... ~_. ~ z. ..~.,~. --:$ "'.:}
FAX TO: t _J:d?-fC{ ).""-"DI2';1)Z ~,.,d..J .______
COMPANY: ~O~~~ ~~.~ FAX NO.: ~1 A>"-A..?A~5Jj
FAX FROM: ~.Jl....' ~s;-rre.-.-~~
RE: LJl?~"r7l0e~~ qs-- o~
3
PAGES~
(This includes transmittal page)
~oP'i ,or /?PYt-vI rJ 's ! -~'T- rou- ~;;?t:)~1~~~'._
t~l~-' YOU 'f?~z.v~o:, Af'JI) f-v-L,.,L<;vt.J v-I'> -"lb iJ0/<-
(ftro~ C,,(JU- ~J;::t;;::,Tr- M't~ v1t~f-<<=1:) PJ:~t~ =,
I ~G? X / 0 ')
".P"? ~ ~ ~
v-V' Y t {.';,)
q ~ X /0
5470 7r(?~;X k;'~'''l~7Z~) "-4:lJfJ
4-'2- 'l'~ @_ ~q , CO ::::111-1
7 J (~D<" ~ . 1'0. ".
<?-- X' '8'./ .~ l..,.A'T' \vtf-\tt:f"--,I'N.~_.'yj'~r
~;fn'v'-^2S ~J'~~ ~0 2t t-Y .,~)O.) I r:?~1s-:::. J'~~~_
\P "(':>\s;> ~(2/\ve:;;> vc...-E::b -7' Ic,~'L. fl1-;Z~=-
~\J:1I ~o ~e>J ~;) 1}J~r -n\lC"" \C;lt:'~\)l~:..
,.tjt v X ~~
?(;\v~) CiSiR:wnCN \\... .... rT"'~ ..-r-;;:.
..~">.N}\$~rv I ~ . k:,. ") ~ c":) ~
$CADA . . ., - .
S"y51E!.tC0l8CU :r= ~~t\ ~C.A...> \~ ?-t- s-v 7D q :.150 '-/lte~
~...\\~.t '(:'J.-. ~OX~ lJeilt:f ~l~sk~ ~.~I'-Y:r\-J ~~c\ ~ e~\~rto.,""~:~
l::jC__ (-iJoo'{rz;}.~(2-h~0h.1 ') l:- 39 Col ~, C;~ ~ 1~c;l5 ..~
'- · .. 1')~-,;~-;;
~_._-------------
Ol:rt(:~ iN
(Air H':~,;,fJUS
PRIOR L<1.KE
ST. ?AUt
W.':l.Si:(A.
Of you are experiencing problems, please contact our receptionist at 61'~ 1389)
c:\forons\rnsa-faux.for
OCT --
.....':".:
3 -- "3 5 T U E 1"'::2 5 t'l :::; A :3 T P A U L
ocr U3 ";6 a9= 12 B.Ri IN I t:J( I f.C
F'M02
P.2
B.AUN~
INTERTEC
..... ......,. c...p........
6950 W.. l.u.h $A.t. ~ 13.
~V",~~l~
612..431...u93 Fca:: .Ql-308A
~ l2Ittl5d.wida ~
lite W ottJ NtIIvrtJ &MfOM'AtIJft
Odobet 2. 199~
PrOject BODX-~-209
M'r. Pm! BQettchef"' .
J.f.alu StcW3R aDd A880datc:s
1326 :&Der81 Park I>dve
St Pant. MN ~ lQ8...S2Q2
Dear Mr. Bo~
k Tea Ron ObSC'.f'Va1ioD) Ctceks.tde etrde. CJty Project Number ~, Nor Lake,
:Mbtaesora
A3ycu requested. a test tOn obse:rvatiOD. was amdJlcted 'OD September 26, 199~. Mr.
Ste\te Heatges of S.M. He4tges aDd Sons was ~~~ fat the teSt ron. The parpose of our
test toll obserntion was to aid In fUrther evaIuatiDg d3c $Qibbllity otthc stretl. subgrade and
~v~ base for pavemctlt .)~1"~ A test ron ot me street wu ~ousJ.y cooo~td on
September 1,S, 1995. The ..~wlts Of ~ titst test:ron were outlined in our dafly ob~on
report dated September Ij. 199~.
~on .. September 16, 1.99S
,1\1: the thnc of our tJ:st ron. me agregatc base was .in place. 'Tbe City of Prior Lake
fiu.'nfshed thdt s1ng1e.nle dump .truck loaded with about 8 tom fJt sand far me tdt roll. One
p-.u1S 'WU made down e:ad11ane of the;,k..,.:..et. SOtoC dctlc:ction (.1ess than 3/4 iDdl) 2nd mioor
c.rac.king vns noted. No rutting was noted along the entire alig11~ The aIe3S of ddleaion
:w4 cracking were 1'D3rket1 m the 11e1<L Tbe g~ areas are lnd1cated below.
. ~~...xi.matcl Sl2:d.on 5+7S to 1+00. left 01 ~ine
. ~t'l vxiInate Sr.ation 6+ ~ to 6+ '5, ~f~i~e
. ~~.jxmw.e St3tion 1 +00 to 8+50, cenLwllDe and left of cecterline
. Approrlmaf411 Station 7+75 to S+SO. right of c,..,teri1Y1A
. ~.\-rlT1'l~f~ Sr.mOtl &+2S to 9+00. ~fl'!rl1"<'
Ba1.ed on our test ron o~ it L'i our opinion tha1 in the an::as noted aboV'e that me
defied1un ooted du:tin& the test ron would likely rdled: through tb.e bitamtnous base CUw Je.
'l~tiDg in c.r.addng duriJ1g the paving opeatioa.. Wo u_.....~ that the areas markai on
the stteet be suhcut approx:i1na1ely 2 bJ.ches and replaced with 2 In.cbd of bituminous base.
We rrxo~ that the subCnt1iJ1g, placing and compacril'll of the bitwninous be ccndu~ at
lta.s1: l)ne day prior to the Street pmng to allow for 1be bituminous to cool and gain. Stt~'1h~
If during the !Ubcutting opc'taIion or the paving opw.aJ..:02l areas beoome disQutcd by the trUCk
tnffic, it may be necessary to subcut the distressed AL~ 2Dd add additional b.ituminou$ base
or aweple base.
I::) C T .0- 3-"':;:' 5 T U E 1 '" :::2 6 t'l ::::; A:::; T P A U L
· '. . '~ t.....1 tl"J ':>::> ~'j; Ie JJKJo 111\ U< I Ll
MIler Stewart w .A.UoCt~
Project BODX.9,"-209
October 2y 199'
Pace 2
The bitl1mi.~,.i'''.s wear counc win DOt:be plactd UDdll996. tbas, the v~."".J: scalon will SO
tbrou&h one ~ cycle. If ~,....s of ~lw.I ace obs- 1',,4 In the bl~ b~ these
areal 3hou1cl be replac.ed prior to placing the bi"tmjnoDl wear course.
. , .
GeMral
Services pc:d)rmed by the geot...~ ~~.tor tbis 1".,..ject have beeIl ~ with
1har le:vel of ~w a12d skill ordixwily !~ by ~bM3 of 1be 1I."li~ eurremly
opract1c;iDg in this U~ No wa..t.wlJ. ~eaed or implied. Is msdc.
It bas bea:n 1 pleasure 'bt.i.D& of service to you. on.tbls ~I",~ect. J:t you have any questions.
p.ler:ue C2.ll Jim S2ft1l1dMI1 at (612) 431-4493.
(~S~y./ ;? . ~ _ .
--- ~~ .
a.mes M. S......~
0ff1ce Manager
ProIealolIIII CertUkadon:
I herebylo.-;:J:y tbal tbis report was prepared UDdet my
dlrect supetVi$ion and that I am a duly .R.egLuo.....J
Ptole$$iol121 'F.n&J'MM undc4 the laws of the Sl3tC ot
Minneso~ .
~;~ ~V(~)
Rqisl...'&;'OI1 Nt1U1bet: 20663
c: Mr~ SttNe Ha:q~; S.M. .~ aDd Sons
Mr. Dave Tho......,on; 'MSA
." .I.,.'.,.
,....
jmafJU:Ufh\S~~ Jlr
. .,
..: ." " .
P .0:3
j'-. j
.I.
. . 0
.~
o C T- :2. --.- .3 5 r'1 0 t-~ 1
: 27 r.1SA ~;T PAUL
F' _ 1::.1 1
r--- .........-.-- .~----~...-.-~....,
I
i JI ~ l... ~to~r 2. 1995
'(-~;~~:;"';f'l'\{~ ~-~-41-1"E'.'~'R'~: File: 102-023-30
\I h~' L i U,I. .r. .)
1326 Ller~l flak Dr,'/e
St. PQ\ij,M~! 551Q8
61 :6,1j.~3BY
1-8): .~282';'23
rQ:.. 6! 2.tl..1.?446
, \ 'l ~.~ I' ~ ' ......' ~, .
:fJ'/;;C,i ~:'~li\.: ,.:.\,_
-~~\)N:!:':',~\~
.J;L.~~~~-l~r ;i~}
'j~,> t[ /J!I:~ ~t
~ !~~.;( '~:. C('~l
Y~:~:\,;f '.(;>J;"
."; .:. ,~: :
"7:<r; -.', :H..T iJ
; :' '.~l,;. ','t:':'" ':'''1< ;"',
:"'~c] '.:'~.; "'..~-.
....;..\...
-'..,' I" ~ ,. _ ... '_ ~.
:,":..7tC.-"'
:'~~'.:~/ ::,~r;,~_".~
OFfKES :N:
MJN t'~Et...POUS
PR:CR LAKE
ST PAUL
WASECA
Post-it' Fax Note /,671_ Oat. \O/~D6tt.~~s.. ~r:-..'
::m'!'tt:'J \,~~ ~:m f.-.;~ ~=-=.'_~
Phone # Phone # r~. ".Wh_"
.'Fax# ~1-4--~~ V
S,M. Henrges & Sons, Inc.
(.50 Quaker A venue, Suite 200
P.O. Box 200
Jordan, MN 55352
RE: CREEKSIDE CIRCLE
PRIOR LAKE, MINNESOTA
Dear Mr. Kephart:
\Ve have received your letter of September 28, 1995. indicating Braun's rec<)rnn~( nded
corrective action in response to our fax to you of Septernber 13, 1995, addressing failing
test results. We will provide inspection services during your work operatic,ns on this
project. Both Dave Thompson and Steve Crawford are in town daily. Please schedule ulis
work with them.
We have yet to see a report from Jim Samuelson of Braun following the second tcst rolling
which was performed last week. Jim indicated by phone mat you propose to cut out some
portion of the Class 5 in areas which yielded during the test roll, and place bituminous base
in its place, at least one day prior to paving. Your letter indicated the area of concern to
be 6+50 to 9+50. We understand Braun believes this will stabilize the base adt:quately
even though several density tests failed to meet the 100% con1pacrion specified and were
above optirnum moisture.
We will be present to observe and document the areas (0 receive corrective action as
proposed. However, this is not to be considered for reimbursenlent under the contrHct
ireIl1s, since (he construction performed failed to meet t...~e contract requirenlents. The
project will still carry the same warranty as specitied.
Sincerely.
MSA. CONSULTING ENGINEERS
~
"\;? 1 Q-.. ..J-: I!
/ ~\/WJ.'L/
Paul Boencher, P .E.
PB:tw
013-0205. ocr
(c:
Dave Thompson, MSA
An Equal Opportunity Employer
SEP-18-95 MON '(:36 MS~ 00NSULTING ENGINEERS
~_t-' l~ '',:b 1~: 1Y J.:M: INTERTEC
BRAUN'~
INTERTEC
FAX NO, 61 rJq449446 P. 01/02
~ · _ " _-"..;.:r. 1
I ~2-0~'2.,-?O
FIix T....~ .
1'0: &~ ~e77r:~ f?/ c5; t;;..e 1kN~
FaxNumber: W'jL9~ ~# ~z-~7t'~.
FrOm:~Md~"EZSOJ . Post.ite Fax Note, 7671 oa'.'l/lfq:;-lJ'a~~s~ ~
Phone Number:' Jif~/-~ To ~ ~\~':CtJ From ~'0'-
Co./Dept. ~ o.e,... LA~ CO. JA~
Date: 9-15 -9~ Phone It ~~--. ~one # G44 - 4--~'9
Number of Paaes (iIlduclillg dU trlUIsuli~.. _Fa:'M~ Fax\
7ikr Ik ~~ - I ~...~_.~et:ut\
~', "."\ '~~l~ ;_" .
q;~'~D'7
/
/
'f,
ft', ,
:. i. ,_, ~
jd~
"
,
..
'f
:~
~
, .
The information contained in rhl8liclimilll mfs~a,e "/ri1y' be ;~ikged a1Id confidenliaL It is inltnded
O1I[y fOT lh4 use of the individual fir entily 10 whom it is Settt. q the l'~ctpte1U 0/ this rrQ1U1fljttal is nor
the intended recipienr or an employee or agenl responsib14 tQ,..deliver It to the lntmud redpient, any
dissemirullion. disrribution or copyinz ofrhis cOm71lUIJicattoJi.'.i$ #rictly prohibited. lfyou have
received this cmnmunication in error, please immMllarely Mtify us by telephone and retum t~
originlll me3stlge ro lLf at the addrus lined Nlow via the United Stales Pescal Service.
BraWl Illtertec Corporation
6950 West 146th Street. Suite 131
Apple Valley, MN 5512+&520 ;
Phone: (612) 431-4493 Fax: 431.3084 ;
l'
~t
\
;,
"f':
"
,J'
SEP-18-05 MON 7:37 MSA 00NSULTING ENGINEERS FAX NO. 6]~R449446
SEP 1S '95 15:19 ERR :~I~wTEC
P, 02/02
P.2
BR~U:N'M 11 .
~T _ RT _ C _ _.________._...____. .
l
&, -. ~-'~:;'-i~ ~".GiiJiL 'aft:'~L.~~...n. ..... '.. " ...
M~. ..... .-.-.- .... .-...~.. ..'~..-.-.:~:~~=--~~~:~.::=~~..::.~..-=---. ----.~.-:~
~.~-L_ ~~l.s:t-~ - if __. _______. . _ _______ u. .___
,I.
~
~-4~'-'ns.T. RtxL.,jAs.~~;~i> _WI'f1/...A.:._FU.~..~-=~_ -~.
~ A}Cl.E .I.~~!--.__.~_~. ~~...~ .../N ~ · ....._..
1:-
- I~".' .. ..,.. ---~~." . -.-::--~-:' , -i- ...-.--- ~J6' -:k14S .. · tr'0. "A/jjlaJi I'~'
rc.. -1o..L~_-----.___-c;il--:-----.. _____n.A.{C.'... . J iii.~q;iii$-~Jr.
-.4r-.11fe....FQ~-~ _~..u... '" _~. ___m.. .._---._..._______.. '_'_.__
.1
.,. .._.~t".l 'iiij ~~. . 6-tt<<J:~.'.'~, Cj.i:~-'~~ .,-~.~~~,~:~.....~..~-.~~~.~. .....--
--....~1-~I'~.~...._-,,--.. ......_ i!$ ~.....TP 9tJ2? _________... ..u,..._.... "'_" .
-.,_.4'KLL..:...~E.-~~A/tt ...~t:.f!'S. ..~__~t:~__...__. ...._..._. ...___.__...... ._..
~1-'1
:1 4
--~~...~.~i1.-.~ij;iir~~~~~;;Z~~l~.2~<<b~...~ ~ iD...~t;i:~.:. ._~~~---~.~_.__.....~,-:
,,/~.. .n~l1:lJ-~~I!1~~~.Ii~/: ....---.-... -.- ....-- .--- . ~~6c/---" .----..-..
_._~.u___.. ,I ~ .~~. ", ~,,'i:.'. ".,,7!I..h!llE.7HA h_~".. ~. . -
.-.I<AI8~~~.a~ ~-.~--K~7~_2r. ..... .......m
. ~ 1'1H~~_V.Ei.l> ~~~..,._~___~~~t:1. ~ .~. .~~r u....
.... -~~~--~-., -=~~~-' :~n .-.=~=-~. ~~.==-~T_~- ~- T=~~-~-.-~~=:~~~. ... -- _.--J;ffl:~:. .-:-~:==.~-~
.. :_~--.7J{enJ.I;;.$r~. pc/..-9!::z.~!J~_.~.---n--~n-
kha. .~...__!l____~~1;;M~4:1Z~",....".._~_ .~___. .4...____.__...______...._.....
...4'eP~/~-..-~ ~/~~----.-.. ...--..----f...:: :.: ....... .-.... . .....-.... ---,.
, .
~~-~---- " : ~.' ---.-.~' .~. -- ....--.. .~~.-,~~,-~.~~~~~ -- ~~~~ _._=~-~-~. .....~..:-----~~~~f... -..~.~.-~~: - ...... -, ., ,---." ,., "'~-. ...--.. ~~~_.~=~~. --- .'
....... .~.. ----------...-.------~-~---...-.-"..--------.. ..~~-,- .~-.--'].f,----'~ .----....--------.------.. ........
.... ..---........... -~---~-....-. .,' ----------...-.......----.-
-------~- 1..-----..-......--------... .........___.... ...._____
I 'i I~( ~ I ~ I
'..__..________.. .,,_.________.__ .....-.-..__...._...... ......,... ..u
-1:1
'''It,'' "
. 'i:i
.,
- ~.,:!:,~-:'7-"'- ------ .----.-------..-.. ,"-. - ~----- 4 ....--..----. .
'. I!,
--.--- - --.-..-. ....-... -..----------- ----- ------
, '
" ""~~-....'~~.:~j..~_.._..~"~,,:,,, .--- ._~~ :'..__~''':-
.. r.- :
-:dJ....L
.....:,., '. ,'.._ .__... _.... ;._ ::.._l_i__~.:~!. J........ . '"______.
. ,
. ;~. '1,.... .._,_.~.......~ . ......:.~. ______~_ ~_._ ). _~.___ _____ _.;,.J______~__ :___.J.~___. .. . .. .. _______. .... ___... __. ...__.n _.. .....____.
f: ~
:~
~~~ v
------ ;/.
~--
~;,e/
Report of Field Compaction Tests (Revised)
BRAUNSM
~T : ~T :c
1un Intertec Corporation
_ /50 West 146th Street, Suite 131
Apple Valley, Minnesota 55124-B520
612-4.31-4493 Fax: 431-3084 ""
\::
'-..
Engineers and Scientists Serving <
the Built and Natural Environments
Date: September 15, 1995 Project: BODX-95-164 Report: 1
Oient: Project Description:
Mr. Jim Kephart Construction Testing Services
S.M. Hentges Creekside Circle Street Improvements
650 Quaker Avenue, P.O. Box 69 City Project Number__ qS"""- 02-
Jordan, MN 55352 Prior Lake, Minnesota
Max. Lab Inplace Specified
Soil Optimum Dry Density* Inplace Dry Relative Minimum
ID and Moisture* (Std.Proc.) Moisture Density Compaction Compact.
Test Date Type Classification (%) (pet) (%)** (pcf)*. (%) (%) Comments
1 9/5/95 N P.1: SC 8~ 125 7~ 121 97 100 B
2 9/5/95 N P.l: SC 8~ 125 9~ 121 97 100 B
3 9/5/95 N P.l: SC 8th 125 11~ 121 97 100 B
4 9/5/95 N P.1: SC 8th 125 5th 126 101 118 A
5 9/5/95 N P-1: SC 8th 125 9th 118 94 100 B
6 9/5/95 N P.l: SC 8th 125 81h 121 97 100 B
7 9/5/95 N P.1: SC 8th 125 9th 118 91 100 B
Key: N = Nuclear, ASTM 0.2922
SC = Sand Cone, ASTM D 1556
* = O.M. and M.L.O.O. rounded to nearest 0.5
A = Test results comply with specifications.
B = Test results do not comply with specifications.
Elevation
Test Test Location
...-..........-,-
., ,.,._.. --
1
2
3
4
5
6
7
Station 3 + 50, Creekside Circle Sub8rade
Station 4 + 27, Creekside Circle Subgrade
Station 5 +40, Creekside Circle Sub~rade
Station 13 + 00, Creekside Circle storm sewer
Station 12 + 75, Creekside Circle storm sewer
Station 11 + 75, Creekside Circle storm sewer
Station 11 + 60, Creekside Circle storm sewer
965
966
9651h
940
941
948
950
_,n_ _,
,__ 111'_"1
-,
~
. ,._~", -.
__.. 1'._..
Elevation Reference:
Note: ** Inplace dry densities and moisture contents adjusted to reflect =25% bituminous content of the subgrade soils.
Braun Intertec Corporation
~k~~
/lames M. Samuelson /
VOffice Manager
c: Mr. Dave Thompson; MSA
Mr. John Wmgard; City of Prior Lake
9S164\cu.1
BRAUNSh
INTERTEC
(,
.......1.- "
-0
-j
Report of Field Compaction Tests (Revised)
Date:
September 15, 1995
Project: BODX-95-164
Report: 2
Client:
Mr. Jim Kephart
S.M. Hentges
650 Quaker Avenue, P.O. Box 69
Jordan, MN 55352
Project Description:
Construction Testing Services
Creekside Circle Street Improvements
City Project Number 93-03
Prior Lake, Minnesota
Max. Lab Inplace Specified
Soil Optimum Dry Density* Inplace Dry Relative Minimum
ID and Moisture. (Std.Proc. ) Moisture Density Compaction Compact.
Test Date Type Classification (%) (pet') (%)** (pcf)** (%) (%) Comments
8 9/6/95 N P-l: SC 8~ 125 6~ 122 98 100 B
9 9/6/95 N P-1: SC 8~ 125 6~ 121 97 100 B
Key: N = Nuclear, ASTM D 2922
SC = 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
8
9
Test Location
Station 10+ 75, Creekside Circle storm sewer
Station 10+60, Creekside Circle storm sewer
l. Elevation
952
954
J_....._I~...'.._
.. "_--.,."_,.
Elevation Reference:
Note: ** Inplace dry densities and moisture contents adjusted to reflect = 25% bituminous content of the sub grade soils.
Braun Intertec Co~ration
~~
/ ~es M. Samuelson r --
l/bffice Manager
c: Mr. Dave Thompson; MSA
Mr. John Wingard; City of Prior Lake
9S 164\cts.2
Water Content, %
BRAUNSM
I NTE RTEC
Date: September 15, 1995
Laboratory Compaction Characteristics of Soil (Proctor)
Project: BODX-95-164
Client:
Mr. Jim Kephart
S.M. Hentges
650 Quaker Avenue, P. O. Box 69
Jordan, MN 55352
Field Data:
Date Sampled
Sampled By
Classification
Description:
Construction Testing Services
Creekside Circle Street Improvements
City Project Number 93-03
Prior Lake, Minnesota
9/6/95
DDM
Class 5: Crushed Limestone
Test Number
Location Sampled
P-2
Laboratory Data:
ASTM D: 698-91
As Received Warer Content: -
Sieve Data, % on 3/4":
Size of "Oversize":
Maximum Dry Unit Weight, pcf
Optimum Water Content, %
143
--I
J
,
141
I
I
7
I
------f
-----f
--: f-
c..,
&
139
I
I
...
-=
00
~
'--- - / ----
___L______
...
'a
::J
~
o
I
L_
137 --
I
,
I--
'-
I
___t..._____
135
I
L_
,-
----
133
r-
4
r
6
.)
Procedure: standard C
Prep. Method: wet
% 3/4"-3/8":
Percent Oversize: -
Date Tested: 9/12/95
Rammer Type: manual
% 3/8" - #4: -
Spec. Gravity: -
Curve Values
142~ pet
8 %
Corrected Values (ASTM D 4718)
pcf
%
I I I
,
- I
\
\
I
-\
-~-----
-r- - \ -:---- - -
,
--~
- \
-i
I
: \ --------
____ -tr:----
,--------
~-
-::_L-
------1---
8
12 14
10
,,'
9S164\p-2
Water Content, %
BRAUNSM
I NTE RT:C
(
.J
Laboratory Compaction Characteristics of Soil (Proctor)
Date: September 15, 1995
Client:
Mr. Jim Kephart
S.M. Hentges
650 Quaker Avenue, P.O. Box 69
Jordan, MN 55352
Field Data:
Date Sampled
Sampled By
Classification
Project: BODX-95-164
Description:
Construction Testing Services
Creekside Circle Street Improvements
City Project Number 93-03
Prior Lake, Minnesota
9/5/95 Test Number P-l
DDM Location Sampled
SC: Clayey Sand, fme- to medium-grained, with Gravel and Bituminous, dark brown.
Laboratory Data:
ASTM D: 698-91
As Received Water Content: -
Sieve Data, % on 3/4": 4.3%
Size of "Oversize":
Maximum Dry Unit Weight, pcf
Optimum Water Content, %
128
126 --
'-
g.
124 -
15
Ol)
. a:)
~
....
-
:5
~
-
o
122 -----
120 ------
118
2
Procedure: Standard C
Prep. Method: wet
% 3/4"-3/8": 20.8%
Percent Oversize: -
Date Tested: 9/6/95
Rammer Type: manual
% 3/8" - #4: -
Spec. Gravity: 2.60
Corrected Values (ASTM D 4718)
pc!
%
Curve Values
125 pc!
8~ %
.
,
---r
---j_::::::
---- -!--
--.--- -
__=:- L _:~::~~
--- ,L. - \ Z Air V 'ds
.... '" :... :i - :::. " - !;: - ero 01
+- l. - - - ~-:--:- :-,: .'
------- _ _1-______ · --------. ~Q.LU) Ollve
- -- --- \.. --- \- ~
------- 11--------- ~ -- J:- ~~~
- _::--- _:- __ -- ~- __ -!- __\S.G.= 2.60
----:: .c::- -:--- --+ ~~ - -: - (Assumed)
- --- --- -~ ----
____ L__ _____ ___ \_______
;=/:_ - - _:----- _,:u::\,__::
~:_ :-1 ____u _:=;;;::I::::~~_~~
t:::--::___
c
,--
4
. C:===--- -~:-==-=f
}: -- -
L..~::- - --
r=-
c - --C
6
- -F
=J
I C:-:c::--::::::
10
8
12
9S164\p-l
BRAUNS~
I NTE RTEC
Report of Field Compaction Tests
Date:
September 13, 1995
Oient:
Mr. Jim Kephart
S.M. Hentges
650 Quaker Avenue, P.O. Box 69
Jordan, MN 55352
(
" --
Project: BODX-95-164
Report: 3
Project Description:
Construction Testing Services
Creekside Circle Street Improvements
City Project Number 93-03
Prior Lake, Minnesota
Soil Optimum
ill and Moisture.
Test Date Type Classification (%)
10 9/12/95 N P-2: Class 5 8
11 9/12/95 N P-2: Class 5 8
12 9/12/95 N P-2: Class 5 8
Key: N
SC
*
Max. Lab Inplace Specified
Dry Density. Inplace Dry Relative Minimum
(Std.Proc.) Moisture Density Compaction Compact.
(pet) (%) (pet) (%) (%) Comments
142~ 5 129 91 100 B
142~ 7 137 96 100 B
142~ 6 139 98 100 B
= 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
10
11
12
Creekside Circle, Station 13 +00, Class 5
Creekside Circle, Station 9+00, Class 5
Creekside Circle, Station 3 +00, Class 5
Elevation Reference:
c: Mr. Dave Thompson; MSA
Mr. John Wingard; City of Prior Lake
95164\cts.3
J-r Elevation I
1"_'. .',_ .,.".",,, ,_""
940
956
966
Test Location
Braun Intertec Corporation
~~L~_-
/ ~es M. Samuelson ~
UOffice Manager
SEP- 1-'::;"5 FF-: I 11: 36 t'1::::=A ST
PAUL
P.03
SUBJECT -2",,' M \N\)~ \.J? ~~ ~~~:::~~~-~-
PROJECT C,1..---::",::::I." _\ O'~
CLIENT. ~':):- vi" .\'--==:
:~OJ~UMBE~HE~K~:~-~"?- -?-~~ ~:~E. 5~~?:=\f=-==
i I\f ~'l-~
I Jt}~ I
l___ ._..._.__.._____.......l
l'fI\SII.TI\!; E\i;!\lJI:\
-?ID )~/~ (~tL ,)
~t4- ~'~~ ~ LP4-::; t.l'" ~~..CO
c;t.
~..., -, ,,--
.-J _ ~.~ I C~
$3S~-7,~
~ I c:. -'
;..; ~~, . :::> ~
~
(p~S c-y -- S SD
n u= 1S, Cr.)
~ ~ ;;::::' ~ /-: :: ~ J .:- \ t
"'" 'WI'.........~, ~.--r I ~ ...,j/-t
? t(,p
6. H "'"!'? ~~ 1.J-:: J5
I . j vr r" ~
I - 1'".1')
IPI ",
.- ........ ..",.~
~ t \O,4?-.1.~v
,....
- ,
?v'b?T \' l V~ ~'V)
-
~U~ ere-
l~~ ~u7~~lrt
b4s/2-~ ~'-~ (,'1
~1I Vv\,\NV~
(3, e:5~ ~~
~S/~::' ~~?c-y
(. ~ t-, ?-;, ""'i) ( l, ~Co -ny~:~::.. ~ CiO' I f~
...,.!j' It' ~J11l;5 \100\...1'" fS,OCl i>6QO,CiO
~ CP 20' ~~ ~"(
~O X~.:) -= \,~~ i.A-,n 4 .
~vv I ~ 1~iOD
\:2_'11 V1\0C""(~c:c(\.R'X 't="n~/2-l)G4S cy ,-.,...:...
~ VJ/0 l1l/C ~DD m~,~l.- \ '\\ S)~ CJ:j..f~~~
~~d' w~ ~~ ~...bDt)\
~"'X \001:,,) /2-1::; \0\ c.. "f e S~' :> ~S .a~
""?1~ \OD~\J(1.-1 =-~Olc.i) Q.VoIN~Yr \~'\TtJ~\Sb:;'tW1~
f' f<::> 6rt.. J ~ :r"-' I '<:;:!-...'T\~ ~ '%;>"0 /';' ~~ ttoN
~ ~ \'5 ~D #0)\ .L\~ . u \~., ~
~':=:,5\r1...- ~N'~ =9 \l6 r .p. { 10
~50 rT ~l tc. u
I
71b )S"l O~
3-C-~ G.~ ~ . 00
~4ScO ,0':)
oS
(pDC) l ~ 'l,SO
AUG 16 ' 95 18: 44 BRAUN INTERTEC
P.2
BR'AUNSM
,,- : <-EC
. .
.; .:~. .
~r I 0# Z-
..-.. -...--.--- . .. . . .---. -----..-. .... --..- --. ... ... .-.. -- ---.. -- ... .. .
...~.v 9'11f.-::..~t:!1..... .______ ___ ..... ___. __. __ . _.. . ____ __...__.. --- ----.--.. '._ . .--. ------___.___
~~...J.'~/~- 6L(!ft;If. .. ________... .__u_____. ..._._____.._... ..._.._______. __ ._. __ __
t!Jf'/~/~-. ..-. ----.----.--. ..--. .. ..------ .--. .-.. ___e. . _e. .-- --.....
..i1~~M.~~~~~-----._--------- .--.--- ..... .-..-..----. " .-- ..... -----
~<::t~~--. ',. .______._.. . ---.---.----.. -. - --- ~-.... . .. ..-.-,.-..-.. .. .-. " ..,'
.~._4:i~ -.~~U~. - ..~t.~-tiI!:1~.t!!~4..~~ , ~ ~~~ I~e - ~-.!"t;J"
_. ._.. ._ ... ..._..____ ___e. .. _.. ~q ~/J..:..-A!.l>/Sr___._._____.... ..._. ... . ._.a_-:_t..~_.~
~.~~.-.. 4T:.lbll!lPM TIJ A/~..E(iI!r(,,~~~
~ . . .
. 7t/J ?1'~/l.:-. $.fJiJ7.b'~4:0 __-:__~.I.~ ~--?> .gf;ZlL~t.~~. .f--~pWS ~~- :-:--.~~._-
.eM. ,,_u . ._. .... uu. ..... ~~-~._gJ.Ir.J1.~~ .___7/J ~~--~ .~~_
_e. ...._ .. ... ... .._. . ..~qz~t,I~ ~ ../IlJ~~ 1!"!'r7.JJ:l4!.!r:'___. ..._ -:
.... .._...__.... ...... .__ .. _. .._.__.....__ ., ..._.__ ___...';.._ . -... ___.__.._. .... ... .. I.
. 11?:t.... .-1 f$IJ ~ .>>P.TlJfI(.1.I.~~.. . - ~I.~. _I!~~L~~ .-7!- ~ If!:p _4t.!!l.f??rPY~ ~I ~I/
-1'I'NIPy.~ c'4ftl-u:LL. ~'o/ ~._... '"
.. ._.:fiRJ:J/!II!.l.!t ~. . .-. . .--....---... .... .-. ...-. ...-. ... . . . . . .. .. .
fr1t._._ll~... - ~45r~~-E._::: ..~/~ ~ ~.. .I!L~~~;(~--f.--~~ tf.rr M.$.p .. ':-' .~ I.~~
. .. .---.--- -g~7JI ~/fN~;..~':"M ~#..~_.~..'l.Pliw:.UIIII
I: .--. ~_.u_.. .eo ..,~~':u-.J--~;;~~"~;--'--_.~" .'i~---"'-~---':~i4;~.' ~ ~ '1.
-*.4. '1t!:K;.~of (ll .--~--V... .... ~.. .---~~~.. I. ~....~/..... . .
... ..u ._._.. .___ u~ ~f.F(::lJll..~~-.)II!U~L. .-
.-.- '-.-".-.' .. '.::$"4NP'--' ----.-..--. ... ...- ..-.....-... . .-.. .-.......-. ......... ....
~~~ ~~~/27~ 2.~~ _~~'l'"7~-!L._Lrgt? ~ ~~--.~~~_~.. .__.
. Q~ ~":(. ~ ~I..<C~~ /' 4~ 1./~3!?/~V$.n.~~-!~U4T/) ~~~~... ...
.__.~I~ ~~.. ~4~J!'/.t;)a:_ ~~_u..;:tr..e&t.er...e!J;?:. .~41$~,q.,.&t:... .u....__._.. ... .
~L2-::.~ 3,-;4'(:?. .rP._...(~~.~~ :- ~~.e4'~ aJJ~...~/~~411 ~..!!iu...._....._......._... .._
.......__..t.!:~%!. ~jL_~inf..s~..--t1L.~y ~.4"0/.
. . .Rr_ _.~~~a-!!1 _ L ~.~~. l>1~lT&~~) _ _ . _. .. u.
.1. I .~t!l'M.l)_.__~~~y .o.~.._~~:1.. _ 9.;-1-0 7:t:I..d...~~4!._!.___.._.._..
.. .~4_ o~ .JII /!!~.!:f:!:__#~4!. ~~~;,)!... .E..~A1 Ai ~ez'-
..tI.,J.l/h_ rJ.tJ19 _.r~_!!!:!i.L~ /-!-l. ..~ PtSM4~t:rP. ~.ur!f~.~.
__.... ._u.__. .. . ..t?t..!?~....i:!!.#J!rU:..~~~. ..-.. .... ........-. .. .... .
_. ~:&._11r:r2t) ,,~ ~-!? ...~ ~~..._4Il1J._Llti~ A/~..._..J1."!!i~~ ?p ._~~~~..~{~.._...
. . . ..._ . ._.. ..... .....~. ..~~!}(.$~~ ~ .~t!::L~~IJ... .... u.. _..
AUG 16 ' 95 10: 45 BRAUN INTERTEC
P.3
BRAUNSM
~-: <-:c
5~ Z~,I:.
___._..___~~~.. A~..,~~'3."~ 1._.~~4~~~ .JJS!!.ei!L'-~_..
.ker. _~w.1) tft~~~~_.~L2:lt.Zl.u.~. ~U ~~._..f'v,g...~~.
... .... ....~.G$ ~~z:_. .~~7.2f. _.~ _ ~. .L~ ~~~:.... ... ....