HomeMy WebLinkAboutField reports/maintenance facility " �SS� ����� �✓`��4frc.� ��'�
, � -�-�g�� ��1�r �, ' � ��''�
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Paula Schwartz
From: Brian Jacobson
Sent: Monday,July 27, 2015 4:02 PM
To: Jesse Hill
��= Paula Schwartz
Subject: Fwd: Hennepin County Maintenance Facility Field Reports
Attachments: image002 jpg;ATTOOOOl.htm; HCMF - Excavation - Soil Compaction Reports.pdf;
ATT00002.htm; HCMF - Reinforcing Steel Field Reports.pdf;ATT00003.htm; HCMF - NDT
Field Report.pdf;ATT00004.htm; CON_20_13147_W6_Cl.pdf;ATT00005.htm; CON 20
, 12983_W5_Cl.pdf;ATT00006.htm
Jesse. Here are the reports.
Paula can you print these for Jesse 2 copies
Brian Jacobson Rj Marco construction Sent from my iPhone
Begin forwarded message:
From: "Schmidt, Ryan" <rschmidt(c�amen est com>
To: "Brian Jacobson" <brian(�a,rjmarco.com>
Subject: Hennepin County Maintenance Facility Field Reports
Hi Brian,
I've attached our field reports and concrete reports for our testing and inspection at the Hennepin
County Maintenance Facility. I plan to issue a formal typed report summarizing these
services. We usually do not email these field reports, but since you indicated you needed
something immediately, here they are.
If you or the City has any questions or need clarification on anything, feel free to give me a call!
Ryan Schmidt, PE
Senior Engineer
[AETEmailLogo-PNGJ American Engineering Testing, Inc.
550 Cleveland Avenue North � Saint Paul, MN 55114
Direct: 651-789-4657 � Mobile: 612-965-9292
Main: 651-659-9001 � Fax: 651-659-1379
rschmidt(a�amen�test com<mailto:rschmidt(a�amen est com> �
www.amen est.com<http://www.amen est com>
Click here<http://www.amen�test com/newsletter-si n�u�>to subscribe to our quarterly
newsletter.
Please read our email disclaimer at this link<http://www.amen�test com/about-
us/emaildisclaimer> on our website.
i
._� ' .
�
AMERICAN REINFORCING STEEL OBSERVATION FIELD REPORT
� ENGINEERING
� TESTING, INC. AET Job No. � 2 3
Job Name � `
550 North Cleveland Ave • St.Paul,MN 55114 City,State
PH:(651)659-9001 • Fax:(651)659-1379 AET Pro). Mgr. S
Date: 1 Time: aml m Weather:
Re renCe rew s: Structural Sheet No.: 9 t Rev.Date:
d:Yes or No Sho Sheet No.: Rev.Date:
ElevaHon Bats
Structural emant�Grid Locations or Level Sizes Number S acin Len th
� r o
�I � { _ �
��
2 � ,�r- .., �'
Placement of RelMorci Steel and Anchor Bolts IBC Table 1T04.4
NOTES: DE-D�fld�ncy ObsKv�d; CO-Conseted; GC-f3�nenlly in Con(ormanc�with Project Plans and SpecHlcaGons; NA-Not Appliceble or 06served
CORRECT TYPE OF REINFORCING USED(ORADEy ❑ DE ❑ CO � OC ❑ NA
CORRECT SIZE OF REINFORCING USED ❑ DE ❑ CO GC ❑ NA
CORECT 8PACING OF REINFORCING PROVIDED ❑ DE ❑ CO ��,/ GC ❑ NA
CORRECT LAP LENGTHS OF REINFORCING PROVIDED ❑ DE ❑ CO 6,�a,/GC ❑ NA
CORRECT CLEARANCE PROVIDED BETWEEN REINFORCIN(i AND FORMS/GROUND ❑ DE ❑ CO �d GC ❑ NA
CORRECT SIZES OF FORMWORK PROVIDED ❑ DE ❑ CO (3C ❑ NA
CORRECT TYPE OF BOLT8 US�D ❑ DE ❑ CO � OC ❑ NA
CORRECT NUMBER OF BOLTS AND 8PACING PROVIDED ❑ DE ❑ CO ❑ GC ❑ NA
BEND DWNIETERS ADEQUATE C�/YES ❑ NO
PIPE8 OR CONDUIT PRESENT [� YES �Y NO
ACCEPTABLE SUPPORT PROVIDED �YES ❑ NO
REVIEW OF PRE1/IOUS REPORT8 FOR PREVIOUS DISCREPANCIES YES ❑
PREVIOUSLY OBSERVED DISCREPANCIES RECHECKED AND APPROVED ❑ yEg ❑ �
RemaMcs:
Deticiencies Observed Corrected? Date?
1
2
3
4
5
Person(s)informed of deflciencies:
Co of fleld re ort left at slte? Y r N Field re ort left with who?
�' �/ p�r Si ned•
r' Date• �
�teel Obsenatlon FieW Report Page t of 03/2008
. � _ _. - --- -
" t3ob � 6_tZ� ��7— �01`1'`t . ���( '�f �w�s�,•a _ � -1
t�hIERICAN n5
� ENGINEERING REINFORCING STEEL OBSERVATION FIELD REPORT
�� TESTING,INC.
550 North Cleveland Ave • St.Paul, MN 55114 AET Job.No. � �' ��"t� '
PH:(651)659-9001 • Fax:(651)659-1379 Job Name a p ,�, a
City,State Dr-O.�O� �,N
. AET Proj.Mgr. Ry�n So{��►�ir'�'
Date: Time:`�,,� 0 am Weather:
Referenced Drawings: Structural Sheet No.: , Rev.Date: b
s.A roved:Yes or No ❑ Sh Sheet No.: Rev.Date:
Elevation ga�
Structural Element 8�Grid Locations or Levei Sizes Number S acin Len h
S �r�' — . . rr r� ��
7 u LJ ' �o�. -� `z I.ci
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Placement of Reinforcing Steel and Mchor Bolts per IBC Table 1704.4
NOTES: DE-Deflclency Observed; CO-Corrected; GC-Generally in Conformance with ProJect Plans and Specificatlons; NA-Not Applkable or Obsened
CORRECT TYPE OF REINFORCING USED(GRADE) ❑ DE ❑ CO GC ❑ NA '
CORRECT SIZE OF REINFORCING USED ❑ DE ❑ CO GC ❑ NA
CORECT SPACING OF REINFORCING PROVIDED ❑ DE ❑ CO GC ❑ NA
CORRECT LAP LENGTHS OF REINFORCING PROVIDED ❑ DE �] CO GC ❑ NA
CORRECT CLEARANCE PROVIDED BETWEEN REINFORCING AND FORMS/GROUND ❑ DE ❑ CO GC ❑ NA
CORRECT SIZES OF FORMWORi(PROVIDED ❑ DE ❑ CO GC ❑ NA
CORRECT TYPE OF BOLTS USED ❑ DE ❑ CO GC ❑ NA
CORRECT NUMBER OF BOLTS AND SPACING PROVIDED ❑ DE ❑ CO GC ❑ NA
BEND DIAMETERS ADEQUATE �I YES ❑ NO
PIPES OR CONDUIT PRESENT � � YES ❑ NO
ACCEPTABLE SUPPORT PROVIDED �YES ❑ NO
REVIEW OF PREVIOUS REPORTS FOR PREVIOUS DI�CREPANCIES ❑ YES ❑ NO
PREVIOUSLY OBSERVED DISCREPANCIES RECHECl�D AND APPROVED ❑ YES ❑ NO
Remarks: � ,a� '� � .�f �
w �s�e J t � � � . � � ;�
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1�tX „� •r �n� � v
.
Deficiencies Observed Corrected? Date?
1 -
2 -�
3
4
5
Person(s)informed of deflciencles:
Co of field re ort left at site? or N Field re ort left with who? r�Q,� U f'F�Gz
Technician: � Si ned: Date: a��
AET Reinfordng Steel Observation Fleld Report Page 1 of 03l2006
.. . . . . _ ._ .. A.
AMERIC'.AN Pg �_of_�
� ENGINEERING
TFSTING, INC.
�
NDT FIELD REPORT
CLIENT: .�e�l��i� Cocrn�. AET JOB NO: �o - /.?`t'8�
PROJECT: Ornno l�'��i�er��nca Fci � -�c���1�pATE: 6 "/D -/S
RESULTS:
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CLIENT REPRESENTATIVE AET TECHNICIAN
This document shall not be reproduced,except in full,without the written approval of American Engineering Testing, Inc.
06-NDT 1176(8-03) �
� nmerican Engineering Testing, inc.
AA�iE1tICAN Saint Paul �Albertville
550 cleveland Ave N15548 sarthel Ind Dr, 5te 500
ENCINEERIIIG St. Paul, MN 55114 �nlbertville, MN 55301
�t (651)659-9001 IC763)428-5573
�STING, �1�C. 7011 Free:(S00)972-6364
_ www.amengtest.com
Concrete Test Report
Clieet: HENNEPIN COUNTY PROPERTY CC: GREGORY rnisdowmenesriennot
SERVICES MOORE °e`e°`°°"�°,e"`�'"
mn,wiman writter,
Project• 20-13147 RYAN SCHMIDT ���.����
ORONO MAINTENANCE BUILDING UTILITIES Date of Issue: 6/23/2015
3880 SHORELINE DRIVE Reviewed By: RYAN SCHMIDT
Supplier Cemstone
Plant CEMSTONE
Mix Ident�cation 4167 20-12983
Specified Design Strength(psi) 4000 at age 28 days
Date Sampled 5/21/2015 Date Received 5/22/2015 Measured Speci�ed
Slump(in)ASTnn c�as 4.25 2.5—5
General Location Building addition Slump w/plasticizer(in) N/A
Sample Location All continuous and stoop footings Air Temp(°F) 68
Curing Method One day Field/Laboratory Cure Concrete Temp('F),�n„���� 68
Field Sample No Field Cure Temp('F) High N/A Air Content(°Io�qSTM C 231 2.0 1—3
Low N/A Unit Weight(pc�AsnN c ise N/A N/A
Contractor N/A Volume of Density Measure(ft') N/A
Truck No. 824 Ticket No. 3496882 Batch Size(yd') 7.5
Sampled By LOU LONGMIRE Water Added(gal) Before N/A
Submitted By LOU LONGMIRE After N/A
Weather Sunny Time Batched 12:08
Est Wind(mph) N/A Yd'Placed 22.0 Time Sampled 13:15
Est.Rh(°k) N/A Time Placed 13:15
Time In Truck(mins) 67
Specimen ID Date Tested Age Dimensiona(in) Area(in') Type of Ultimate Fracture Compressive Required
(Days) Diameter Height Cap Load(Ib� TypdRemark SUength(psi) Strength(psi)
20-13147-1\1 05/28/15 7 4.01 8.01 12.63 U 44560 4 H 3530 N/A
20-13147-1�2 06/18/15 28 4.02 8.00 12.69 U 58970 5 G 4650 3000
20-13147-1\3 O6/18/15 28 4.00 8.00 12.57 U 57890 4 G 4610 3000
20-13147-144 Hold 3000
Average 28 Day ompressive trength(psi) 4630
1.Samplirg to ASTM C 172 Frachae Type/RemaAcs:4=C39:Diaponal fracture.5=C39:Side hachre-opposke ends,G=
2.Specimen(s)Prepared W ASTM C 31 The average 28-0ay test resutt meets or exceeds the re�ired strengtli,H=The 7-day test result
3.Capping:B=Bonded ASTM C 817,U=Unbonded ASTM C 1231 meets ar exceeds the 28-day required strength
Cematone.Mix#4187
Fortn No:18970,Report No:CON2413147-VV6C1 02000-2013 QESTLab by Spec6a EST.com Page 1 of 1
A��n�r��? American Engineering Testing, Znc.
1111.E117 Shc llt P3U1 �nl6ertvi 11 e
ENGINEERIII G 550 Cleveland Ave NI5548 Barthel Ind Dr, Ste S00
St. Paul, htN 55114 �nlbertville, MN 55301
� i1�T (651)659-9001 1C763)428-5573
,�Til��� �N�,+ Toll Free:(800)972-6364
_ www.amengtest.com
Concrete Test Report
Client: HENNEPIN COUNTY PROPERTY CC: GREGORY Thisdoamentshallnot
SERVICES MOORE �'�°d'�ed,exceptin
full,witl�out wrilten
Projec� 20-12983 RYAN SCHMIDT ��.�T��+
ORONO MAINTENANCE BUILDING ADDITION Date of Issue: 7/27/2015
3880 SHORELINE DRIVE Reviewed By: RYAN SCHMIDT
Supptler Cemstone
Plant CEMSTONE
Mix IdentiHcaUon 5pg7p
Specified Dealgn Strength(psi) 5000 at age 28 days
Date Sampled 6/25/2015 Date Received 6/26/2015 Measured Specifled
Slump(fn)�TM c�aa 5.50 0—4
General LocaUon Slab-on-grade Slump w/plasticizer(in) N/A
Sample Location Grid A-B,1-2 Air Temp('F) 77
Curing Method One day Field/Laboratory Cure Concrete Temp(°F)qgTM C 1064 73
Field Sample No Fteld Cure Temp(°F) High N/A Air Cor�tent(%),�rM c 2st 1.4 0—3
Low N/A Unit Weight(pcn,�rM c�aa N!A N/A
Contractor N/A Volume of Density Nleasure(R') N/A
TruCk NO. 813 TlCket No. 3527718 BatCh Si28(yd') 9
Sampied By NICK CHOUANARD Water Added(gal) Before N/A
Submitted By SHAUN BARBER After N/A
Weather Sunny Time Batched 09:47
Est Wind(mph) N/A Yd'Placed 26.0 Time Sampled 10:30
Est Rh(%) N/A Time Placed 10:50
Tlme In Truck(mins) 63
Specimen ID Date Tested Age Dimensions(In) Area(irr') Type of Ultimate Fracture Compressive Required
(Days) Diameter Height Cap Load(Ib� TypelRemark Strength(psi) Strength(psi)
20-12983-1\1 07/02/15 7 4.01 8.00 12.63 U 57960 5 H 4590 WA
20-12983-112 07/23/15 28 4.01 8.00 12.63 U 74990 4 G 5940 4000
20-12983-1\3 07/23/15 28 4.01 8.00 12.63 U 76960 5 G 6090 4000
20-12983-144 Hold 4000
Average 28 Day Compressive Strength(psi) 6020
1.Sar�lirg to ASTM C 772 Frachre Type/Remarks:4=C39:Diagon�fradure,5=p3.Side hactureapposite erMs,G=
2.Spedmen(s)Prepared to ASTM C 31 The averege 28�day test result meeta or exceeds the requred strenglh,H=The 7-dey test result
3.Capping:B=Bonded ASTM C 617,U=Unbonded ASTM C 1231 meets or exceeds the 28�day required sirenglh
Form No:18970,Report No:CAN2t�72983-WrrC1 O 2000-2013 QESTLab by SpecbaQEST.com Page 1 of 1
1 . •Y
AMERICAN EXCAVATION OBSERVATION FIELD REPORT
I ENGINEERING
�� TESTING, INC. AET Job No. �o — ` 3 J��7
550 North Cleveiand Ara.,SG Psul,MN 55114 Job Name �p�� �Q� Ii(/j/�j�j,]� y}'e�
(6S7)659-9001•Fa�c(651)639-1379 CKY�3tet@ _��!`I L/,i=""tiL,.�
AET Proj.Nlgr.
Date: �— � /'r � � Tlms:l��am/pm Weather,
Site Parsonnel Contacted:
OM�rv�lon�•Loatlon�anNa Skdoh(b�dud��.dlm�nslana�nd p�efin��nob�):
� = ��+A- m� �0071 K� G/T ,7b g�� �hev. 0� �S.
�T�Irfi �I D�� � � 1 T� o�' �v '3. SR�dy G� FovN i� �7' '
oa �����►�� c�,�cd �i�+o���1 y us�d- a-� ���..�, � �3�I��,�/.
,�7--P,r �� ,�o $,�d,� c,�, �'o��,c�, sm� � u,,o� Cs�O)
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� �cb� ��,06 • y� ..�<�. �
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Excavation Oversizing Needed: F�ccavation Oversizing Obs4nnd:
Locallon and Elevalion Reference(a)Used:
Pertlnont Boring Numbers Closest!c pbserved F..xcavatlon:
Soil Types Obsened in Excavatton Bottom: •
Sofl Strength . RsadingslResults
Detennined Using: ❑Hand Auger BoHng Jud9n�nts:
�Hand Cone or Static Cone Penetromster: �
❑Dynamic Cone Penstrometer:
Comments/Recommendatlons:
— � �� .
0
t.v I s . .
�.. � yc� �vl,
Compaction Testing Needed: � Yes � No Scheduled By: �_ p�; _��.
Special Conditlo�s: �Ground YVater In Exeav (� Frozen Soils Observed �
❑ Unsukablo Con�IV'
Copy of fleld roport left at site4 � Yes �'1�o Ffeld report Isit with who? .
AET Fleld '
Peraonnel: � Signed: / at4: �
Form zae.Fwo�t(snoo� � �
��
. ' --- - -- .
AMERICA�1 EXCAVATION OBSERVATION FIELD R�PORT
� ENGINEERING
TESTING, INC. AET Job No. m — /.U 7
� Job Nams � c
550 North dwetand Av�„SL P�ul,NW 55114
(651I 659-9001•Fa�c(6511659-1379 C��'s�
AET ProJ.M� �
Date• .���Q��S Time:��pm Weather:
Site Personnel Corrtacted:
Observatlons•LoaMan andbr Slaleh(Indud�.�,dYn«ubm�nd Patle�M noUsr
: �,N.II�- A T ��00�"�`� �7��� G1 T' 61 l.°t/� T ,l��S'e
f� P
,���o�t c�t.� co ��� �'�- w�� sG� /�`�
5 c tJ�'S �w� �--r� E��l� ae �c�- ���� G��le�� �%K�d �
��00 t�s �s�
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i , _,
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fi
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Excava aizinp Needed: Excavalion Owrsizing Obssrv�d: i
Location and Elevatlon Reference(s)Used:
Pertinerrt Borfng Numbers Closest�Obsenred Faccavatlon:
Soil Types Observed in Excavatlon Bottom:
3oil Stren�th R�adin�Results
Detennined Using: ❑Hand Auger Boring Judgmenb:
❑Hand Cone or Static Cone Penetrome�c �
❑Dynamie Cone Penetrometer: .
Comments/Recommendations: P
c.e.. �, l�J .
L.�!
• � V e
O '_'
Compactbn Te�ting Needed: � Yes [] No 8chsduled B�: , � Dats:
Special Condidons: �Ground Water in Excav � Frozen Solis Observed (� ur�uitabls Conditlons
Copy of fleld report leit at site? ❑Yes � No FINd roport left wlth who?
AET Fleld
Person�l: ���/�/ Signed: � Datq: '��
Form 20-E.FLD011(8200� .
a ,. - _
AMERICAN DAILY SOIL COMPACTION TESTING FIELD REPORT
� ENGINEERING
� TESTING, INC. AET Job No. -
Job Name , ��� �,yT' ,
550 Cleveland Ave.No. St.Paul,MN 55174 C�, S�t@ ��N Q_ ��
(651)659-9001 Fax:(651)659-1379 AET Proj. M$f.
_ Date: - —/ Time: am/pm Weather:
COMPACTION TESTING INFORAAATION
PROJEC7 SPECIFICATIONS VERIFIED FROM SPEC.BOOK �' YE3 ❑ NO
TE5T LOCATION TIED-IN TO A SPECIFIC FUCED POINT ��?�j��}y(J � YES ❑ NO
NORTH DIRECTION VERIFIED !� .�'YES ❑ NO
ELEVATION BENCHMARK USED: BM: �vS ELEVATION: ��� I�'YES ❑ NO
REVIEW OF PREVIOUS TESTING INTERVALS ❑ YES ❑ NO
REVIEW OF PREVIOUS TESTS FOR FAIUNG TESTS NOT RETESTED ❑ YES ❑ NO
PERFORMED RETESTS OF PREVIOUSLY FAfLING TESTS ❑ YES ❑ NO
TEST LOCATIONS SELECTED BY(NAME 8�COMPANI� '�
u�.l � �/l--lN
COMPACTION TEST RESULTS
VERIFY SOIL CLASSIFICATION MATCH TO PROCTOR LIST ON SUMMARY SHEET ❑ YES ❑ NO
COMPARE FIELD MOISTURE RESULT TO OPTIMUM MOISTURE RELATIONSHIP �y��' ❑ YES ❑ NO
COMPARE FIELD DENSITY RESULT TO MAXIMUTA DRY DENSITY RELATIONSHIP ���+" ❑ YE3 ❑ NO
OBSERVE UFT PLACEMENT THICKNESS TO COMPACTION EQUIPMENT USED � ❑ YES 'B�JO
TRENCHfWALL BACKFILL EFFECTS ACCOUNTED FOR IN TEST RESULTS [�'YES ❑ NO
NUCLEAR GAUGE ADJU3TMENTS MADE C�"YES ❑ NO
RETURN VISIT SCHEDULED FOR: DATE TIME: ❑ YES ❑ NO
SPECIAL CONDITIONS
FREE2ING CONDRIONS OBSERVED ❑ YES �NO
WATER OBSERVED IN EXCAVATION ❑ YE5 �R"O
EQUIPMENT USED
TYPE OF COMPACTOR BEING USED: " `q, `
OTHER EQUIPMENT BEING USED: v �
Remarks/CommentslDescri tions:
P a'
e n '�'
J 0 � i r
Test R�su[�.S Repo� o Name &Company): l�/ ,
Co of Field Re rt Left at Jobsite: Y or Field Re ort Left With Who:
Thls checklist is intended as a guide for soil compaction testlng on a typical project It does not cover all of the requiremet�ts for a speciflc
ro ect nor is It intended to re lace �m i the ro ect s ifications. '
�
i
T,echnician: � Si ned: � Date:
I
AET Daily Soil Compaction Testing Field Report Page 1 of_ 0312006