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STS GONSULTANTS, LTD. TRANSMITTAL �
�C,.�t � � � , 10900-73`d Ave. N.,Suite 150
��� �� �`� ` Maple Grove, MN 55369-5547
� : � �, �,,�,� 763/315-6300 FAX 763/315-1836
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To: City of Orono D�t�: �/5/03 STS Project 99043-B
P.O. Box 66 Re: Navarre Fire Station
Crvstal Bav, MN 55323 Navarre, Minnesota
Attn: Mr. Greqorv A. Gappa
We are sending the following item(s):
Boring Logs Proposal/Report Specifications
Change Order Repair pocuments X Test Results
Copy of Letter Samples X Field Reports
Plans Shop Drawings Other
Copies- Date ' Number Description
1 7/7–7128/03 Field Reports
6-17 Compaction Control Report
Remarks
Copy to: Mr. Tom Kelloqq
BRA & Associates
2335 West Hiqhwav 36
St. Paul, MN 55113
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STS Representative ` �� -� �
Steven J. Ruesink, .E. �
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D699043B-i.doc
FIELD REPORT � `
Construction Technology Group
NOTE: The responsib�itles and autlwrily of 3TS and 8TS'Field Peraomel ind�e neitl�er the reapo�sib�ities northe suthority of the'Compe6ant Person'
for the project��as defined by OSHA Reguladons:29 CFR t926 Subpart P.
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Project c�.rr�. ,� �. b�l�n Report Na �
Project No. �IO�I��Q Day/Date M�+►c��r��► �+T'`Ca'�a4OS
Location ���_ � Weather/Temp. ��.� �o�
Contractor Client
Equipment
Project Canpetent Person per 29 CFR Part 1926(Subpart P) Rental Arrive Job c��o d TOTAL
NAME: — CHARGEABLE
Tolls $
FIAM: Depart Job 3a� HOURS
4�hororminiRwm
AODRESS: Parking $ Total Hours
on Job � a�
PHONE: Mileage �� Travel Time a�� a'�
Present on Site oYES o NO Project Preparation Time
Summary oi technical and/or engineering services performed, indu�ng field test data. Locations, elevations and depth are esGmated.
f�e_ct1� ho �-.�,,�,��,g�uCB� cr4 c�k��,c& -�o [��o�cv` � c�.�� -�e,8$�► o�
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'O FieldTest Data is Esdmated-Pend'mg Final Laboratory Test Resulb . . . . . . . . . . . . .Site Sketch:Indicate Nohh. . . . . . . . . . . . .
Field Representative
Position By
Company Tdle
STS Consultanb Ud.
s
White-O�oe White-Field Yellow-Time Carci o8/02 32.5K
STS Conaultants Ltd.
Consul6ng Engineers
� FIELD REPORT � `
� C o n s t r u c t i o n T e c h n o l o g y G r o u p
NOTE: The responsbdi�es and autlwrily of 3TS and STS'Field Penonnel indude nei�er the responsib�itlea nor the authority of the•Compel�nt Person'
for tl�e project sita as de�ned by OSHA Regulationa 29 CFR 1926 Subpart P.
� of �
Project na�vr,x� G�,n. ��csl�,4m Report No. �
Projed No. ��`�-R Day/Date'T�t•���„��u'���F�l.1DCfs
Location '�arce„c�e,,_� WeathedTemp. C�xL Cfl�'
Contractor Client
Equipment
Project Competent Person per29 CFR Part 1926(Subpa�t P) Rental Y1ancY•-et Arrive Job ��:'sQ TOTAL
NAME: Tolls $ CHARGEABLE
FIRM: Depart Job 11:OU HOURB
4�minimum
ADDRESS: Parking $ � Total Hours
on Job . S
PHONE: Mileage W'g
Travel Time -� � 's
Present on Site oYES o NO project Preparation Time ""' �S
Summary of technical and/or engineering services performed,incluc�ng field test data. Locations, elevations and depth are estimated.
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1G'Y^�c1QS'i-,`11. �eS'�-- t��1't3 YY�Y E�1`���,-pPo��;coC�''Cnv�c�$ 1dC7�'o C�mtY�.�3p'31i���i1 . C�ri- 5'l�c..
C'f�t,.� t,�.l't�,S C���-i�ie i C?�r t1eS�1'�
'O FieldTest Dafa is Estimated-Pending Final laboratory Test Results 3ite Sketch:Indicale Norlh
Field Representative
Position By
Company Trtle ���'�.2h
STS Consultanta Ltd.
s
White-O�ice White-Field Yetlow-Time Card 08/02 32.5K
STS Consultants Ltd.
Consulting Engineers
� FIELD REPORT � `
C o n s t r u c t i o n T e c h n o 1 o g y G r o u p
NOTE: The reaponsib�ities and authorily of STS and STS'Fiek!Perso�el include neither the reaponsibilities nor the authorily of the'Competent Person'
for the project aite as deflned by OSHA Regulations:29 CFR 1926 Subpart P.
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Project _ nO�voc�c+�. �i�,r. S�1ion RepoR No. �
Project No. Qiqt'�13-6 Day/Date �Ut�►� ��� 1�'�"`.?Cr53
Location 11cwc►c�cY. mt� Weather/Temp. �4,nr�` �°
Contractor Client
Equipment
Project Competent Person per 29 CFR Part 1926(Subpart P) Rental YV�- 3•S Arrive Job �a�'�`S TOTAL
NAME: .-. CHARGEABLE
Tolls $
FIRM: Depart Job oZ=1S HOUR3
_ 4 hour minimum
ADDRESs: Parking $ Total Hours a
on Job
PHONE: Mileage '"��
Travel Time 1•S 3•�
Present on Site oYES o NO Project Preparation Time
Summary of technical and/or engineering services performed,inclu�ng field test data. Locations, elevaGons and depth are esGmated.
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'D FieldTest Data is Estimated-Pending Final LaboraWryTest Result,s Site Sketch:I�icate No►Ih
Field Representative
Position gy
�---•
Company Tdle
STS Consultants Ltd.
White-O�ce White-Field Yellow•Time Card o8/02 32.5K
STS Consultants Ltd.
Consulting Enginee►s
FIELD REPORT ` `
Construction Technology Group
NOTE: The responsibAitles�dautlwrity of 3TS and STS'Field Personnel include nei�erthe responsibilities northe authoriy of the'Competant Parson'
for the projed site as de8ned by OSHA Regula6ons:29 CFR 1926 Subpart P.
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Project �vr�K'(�e �ri� ��io�n RepoR No. �
Projed No. �13-g Day/Date �Ti�� 1�°,dQ'X.T
Lxation � tY4�rt WeatheNTemp. �u�� �°
Contractor Client
Equipment
Project Competent Person per29 CFR Part 1926(Subpart P) Rental �(1'(JC�-' 3� Arme Job �'3� TOTAL
NAME: -- CHARGEABLE
Tolls $ P a'3d
FIRM: � De art Job HOURS
4-�+enrminimum
nDDRESS: Parking $ Total Hours
on Job •�
Mileage __ � 3�
PHONE: Travel Time 3
Present on Site oYES o NO project Preparation Time
Summary oi technical and/or engineering services performed, inclu�ng field test data. Locadons, elevaUons and depth are estimated.
C 9�re�- �a ,v't�. � t��xreb'�-c�'r ��'1�n�- � rnn nUele�r e�ecls�v �-es�iv�w
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�t 1C'�1 �b L��M�(�a�l.• � c�S (v�ea� �-' S1�)1�5.
'O FieldTest Data is Eatimated-Pending Final leborabry Test Results Site Sketch:Indicate North
Field Representative
Position By
Company Tdle
STS Consultants Ltd.
s
White-O(fice White-Field Yellow•Time Card 08/02 32.5K
STS Consultants Ltd.
Consul6ng Engineers
FIELD REPORT r `
C o n s t r u c t i o n T e c h n o 1 o g y G r o u p
NOTE: The responsbilities and authorily of STS and 8TS'Field Personnel include neither the reaponsibilities nor the authority of tl�e'Canpetent Person'
tor Ihe project ai�e as deflned by OSHA Reguletions:29 CFR 1926 Subpart P.
� of 1
Prolect ���i'li? 5�c.�,�n Report No. i
Project No. Qqht.13�6 Day/Date ���,,,►y,a,l��o63
Location ����,.,mn, WeathedTemp. ��� h�
Contractor Client
Equipment
Project Competent Person per 29 CFR Part 1926(Subpart P) Rental '—" Arrive Job J�'1� TOTAL
NAME: To�� $ _ CHARGEABLE
Depart Job �a�1S HOURS
FIRM: �m
ADDRESS: Parking $ � Total Hours
on Job
PHONE: Mileage i"F� 1,,�
Travel Tirne �.�
Present on Site oYES o No Project Preparation Time
Summary of technical and/or engineering services performed, induc�ng field test data. Locapons, elevations and depth are esGmated.
� .
'0 FieldTest Data is Estimated-Pending Fnal Labo►atory Test Result,s . . . . . . . . . . . . .Site Sketch:Indicate NoAh. . . . . . . . . . . . .
Field Representative
Position By
Company Title ��
STS Consultants Ltd.
White-Otfice White-Field Yellow-Time Card 08/02 32.5K
STS Consultants Ltd.
Consuldng Engineers
� FIELD REPORT � �
C o n s t r u c t i o n T e c h n o 1 o g y G r o u p
NOTE: The responsibdfties and authorily of STS and STS'Field Peraonnel indude neither Ihe reaponsibilities nor the authority of tl�e'Competent Pereon'
for the project aite aa defined by OSHA Regulations:29 CFR 1926 Subpart P.
�_of�,_
Project �'�uw- �`�,e. � Report No. �
Project No. �-ti Day/Date '^�„�_��c�_�,�c�6
Location _� fY� WeathedTemp. _�_4�od
Contractor Client
Equipment ---
Project Competent Person per 29 CFR Part 1926(Subpart P) Rental � Arrive Job TOTAL
NAME: Tolls $ — CHARGEABLE
FIRM: Depart Job HOURS
^ 4.bouNaiaim�um
ADDRESS: Parking $ Total Hours ._
on Job
PHONE: Mileage ^ 1
Travel Time
Present on Site oYES o NO Project Preparation Time �
Summary of technical and/or engineering services performed, inclucing field test data. Locations, elevations and depth are esGmated.
lsm�1� rd���,ri�_�..cu�'���____C��o-oz .�_�-J-a5-�s.
'O Field Test Dafa is Es6mated-Pending Final Laboratory Test Results Site Sketch:Indicate North
Field Representative
Position By
Company Tdle ��
STS Consultants Ltd.
a
White-O�ice White-Field Ye�low-Time Card 08/02 32.5K
STS Consultants ltd.
ConsulGng Engineers
� FIELD REPORT r �
C o n s t r u c t i o n T e c h n o 1 o g y G r o u p
NOTE: The respons�bilidea and author�y of ST3 and STS'Field Peraonnel indude neither the reaponsibilitiea nor the authoriry of the'Competent Person'
for Ihe pmject aite as deflned by OSHA Regulationa 29 CFR 1926 Subpart P. �
of�_
Project n�,vty.;cv�. �'�r+c_ b�n Report No. (
Project No. �9d�1'�-{2 Day/Date M, �, '���+. �A�' ,�03
Location �(1c�,uc��crr.4 � WeathedTemp. Pl�.- rlfl a
Contractor Client
Equipment
P►oject Competent Pe►son pe�29 CFR Part 1926(Subpart P) Rental '— Arrive Job � TOTAL
NAME: Tolls $ — ._ CHARGiEABLE
FIRM: Depart Job HOUR8
— — 4-bour�+ininwm
ADDRESS: Parking $ Total Hours ^—
on Job
PHONE: Mileage ^ Travel Time �
Present on Site oYES o NO Project Preparation Time ,
Summary of technical and/or engineering services performed,indudng field test data. Loca6ons, elevations and depth are estimated.
�.F�MA�C� Y1C1:�.�S�n�n�T l�c,.�,� �cv�. h-�-O'� �o '��1�' -65.
'O FieldTest Data is EsUmated-Pending Final Laboratory Te�ResuRs . . . . . . . . . . . . .3ite Sketch:Indicete North. . . . . . . . . . . . .
Field Representative
PosRion By
Company Tdle �T'�c�,
STS Consuliants Ltd.
White-O�ce White-Field Yellow-Time Card o8/02 32.5K
STS Consultants Ltd.
Consulting Engineers
STS CONSULTANTS, LTD. COMPACTION CONTROL REPORT/FIELD DENSITY TEST RESULTS
10900 73rd Avenue North,Suite 150 PROJECT: hlavarre Frre Station STS PROJECT: 9�-B
� � Maple Grove,Minnesota 55369-5547 LOCATION: Navarce,lltbnnesota REPORT DATE: �1lf2bF0:3'
763.315.6300 FAX 763.315.1836 CLIENT: Ciiy of Qrono TECHNICIAN: '�1� '
"Solutions through Science dc Engineering" CONTRACTOR: FF.JBdliGki REVIEWED BY: ' MF
Optimum In-Place In-Place In-Place
Test Maximum Water Moist Water Dry Relative Compactlon Pass
Test Elev MaYI Dry Density Content Densiry Content Density Compaction Specification or
No. Date Location or Structure Diagram Attached: - (ft) Mark yamax(pC� wo (%) (pc� (%) (pcf) (%) (%) Fail
6' 7!#€�3 Foatir►gs;farid C 1 4A P-1 102.2 12.6 121.1 14.2- iQ�6:0 ' 100 100 P
7 7�#Q�q3 , F�c�atings;Grid B-1 4.0 P-1 102.2 12.6 124.1 2U.5 ' 1Q3;0 100 1� P
8 7�1(�L13 FqQfin�;>Gr[d B-2 4.0 P 1 102.2 12.6 120.8 ' 16.6 tD8;6 100 1p0 P
9 ?/�QI��° '' F�lo�llt�,s��"af�8.5-2 4.0 P 1 102.2 12.6 123.8 2A.1 11�3:1 i 100 1�lQ P
10 T�l{ilii3 I �Cycttln�:�rid 8.�-3 4.n I P-1 102.2 12.6 121.1 13.9 i�336:3 100 11Af� ' P
11 71.�t�i}3 ' �o�l��,���#-4 4.0 'P-1�� � 102.2 12.6 117.8 � 15A �` '�(Y2;4 �� 100 1QC3 ��� P
12 7f,iS�14}3, ' Fc�i3n�s;t�r�!B.�-4 4A P-1 102.2 12.6 120.7 13.9 1U6:0 100 100 P
13 �Ii�3 P[��r��s;�r�CJ 3 � 4 0 ���'P-1����� 1022 12.6 123.2 `� 15.5 �- 106:7 � 100 10D �'� P
14 �I�$�3 Footings;��A-3 SG P-1 102.2 12.6 119A 14.9' 103;6 100 104 P
15 ��'f$�fl3 " Fc�otin�;Grici 8.5-1 $G P-1 1022 12.6 120.4 16.8 '�03:1 ' 100 1(7� P
16 7�i$(Q3 ' Foatings,Cr�b-2 SG P-1 1022 12.6 123.7 18.0 104:$ ' 100 1(�t3 P
17 TffBlt}3 �'trplingS;Gfid E3.5-4 5� P-1 102.2 12.6 123.4 12.0 110�2 100 1DO ' P
Laboratory Compaction Method: Mark Yam� Wo c Mark ydmax w Field Density Test Method: USGS Elevation Datum: �C '
ASTM D-1557-79(Modified Proctor) P 1 1t�22 1�:6 ASTM D-1556(Sand Cone) ,Depth Below Subgrade
ASTM D-698-78(Standard Proctor) X r ''ASTM D-2922(Nuclear) X:; 'Depth Betow Finish Grade
€�1lier EKher Cittrgr
F699043B-2 CCR.xIs