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Home My WebLink AboutDensity and Proctor tests t BRAIN I NTE RTEC Letter of Transmittal 1 Client: Charles Cudd DeNovo, LLC Braun Intertec Project No. : BL-14-00453 Date: February 25,2014 Braun Intertec Corporation 11001 Hampshire Ave.S. Minneapolis, MN, 55438 To: Jim Lillesve Phone: 612-333-8020 Charles Cudd DeNovo, LLC Fax: 612-604-1207 15050 23rd Avenue North Email: JimL@charlescudd.com Plymouth, MN 55447-4710 Delivery Method: Email Re: 18000famNy Home, 1145 Wyndmere;Road,'Orono,MN Documents Sent: Comments: Density Tests Tests 1-14 Proctor Tests P-1 CC List: Documents Sent: John Sonnek, Charles Cudd DeNovo, LLC Density Tests, Proctor Tests Contact Information: RECEIVED Sent By: Holly J.Vetter Email: hvetter@braunintertec.com FEB 2 5 2014 Phone: 952-995-2000 CITY OF ORONO Rev 9129110 Providing engineering and enviromental solutions since 1957 I Field Compaction B RA V N Client: Project: Report(N T E RT E C Re p Chanes Cudd DeNovo,LLC BL1400453Slor Report Date:2/21/2014 15050 23rd Ave N Single Family Home 11001 Hart�shhe Avenue S omt°� Test Method:ASTM D6938 Plymouth,MN 55447-4710 1145 Wyndmere Road 110 Minneapols,MN 55438 Orono,MN 55391 Phone:1952-99&2000 ' Tes�Res�ilts "� �- �• - Optimum Optimum Maximum In Place In Place Probe Min Moisture Retest Test Soil Moisture Density Moisture Dry Density Depth Percent Compaction Tolerance Test# Of Date Proctor ID Classification Com Remark 1 1/31/14 P-01 STD SP-SM 15.4 110.0 5.2 99.0 12 90 95 NA B 2 1/31/14 P-01 STD SP-SM: 15.4 110.0 5.6 99.9 12 91 95 NA $ 3 2 2/6/14 041 STD SP-SM 15.4 110.0 6.1 110.7 12 101 95 NA A', 4 2/5/14 P-01 STD SP-SM 15A 110.0 5.2 112.4 12 102 95 NA A 5 2/10/14 P-01 STD SP-SM 15.4 110.0 6.2 111.6 12 101 95 NA A 6 2/10/14 P-01 STD SP-SM 15.4 110.0 6.4 105.2 12 96 95 NA A 7 2/10/14 P-01 STD SP-SM15.4 110.0 6.4111.1 12 101 95 NA A 8 1 2112114 P-01 STD SP SM 15.4 110.0 4.9 1 109.7 1 12 100 95 4 s >rS�i1l�irlrl'dtiOn as NA A Test#' Test Location Elevation Reference Gauge SN Field Technician 1 Structural Fill:Interior Slab,15'N,6'W of SE Comer of Building Comer 94.0 Finish floor Elevation= 37558 Loosbrock,Tqm R 100 2 Structural Fill:Interior Slab,15'N,6'E of SW Comer of Building Comer 94.0 Finish Floor Elevation= 37558 Loosbrodc,Tom R 100 3 Structural Fill:Interior Slab,I SN,6'E of SW Comer of Building Comer 94.0 Finish Floor Elevation= 37558 Loosbrodc,Tom R 100 4 Structural Fill:Interior Slab,14'S,14'W of NE Comer of Building Comer 95.0 Finish Floor Elevation= 37558 Loosbroc k,Tom R 100 5 Structural Fill:,Interior Pool Backfill,18'N.VW of SE Building Comer 96.0 Finished Floor Elevation 37560 Kollmann,Kaleb J =100 6 Structural Fill:,Interior Pool Backfill,6'N,12'W of SE Building Comer 95.0 Finished Floor Elevation 37560 Kollmann,Kaleb J =100 7 Sti ctural Fill%Interior Pool Backfill,30'N,18'W of SE Building Comer 98.0 Finished Floor Elevation 375W Kollmann,Kaleb J =100 8 Structural Fill:Interior Slab,15N,6'W of SE Comer of Building Comer 94.0 Finish Floor Elevation 37558 LoosbrocitTom R w 100 ''' _'�•n'a `�:�`Coinments� � = � '�� _a? _�"" ��R�� B:Tests results do not comply with specifications Tests are"Direct Transmission'(Method Aa unless probe depth is noted as"Backscatter" Test# Related Test# Test. A:Tests results complywith'specifications Page 1'of 2' BRAUN Compaction Client Project: Report NTE RTEC p Charles Cudd DeNovo,LLC BL1400453 6lecmingtm� Report bate:2/21/2014 15050 23rd Ave N Single Family Home Test Method:ASTM D6938 Plymouth,MN 55447-4710 i ��Hamashire nverwe s Y 1145 Wyndmere Road .... Minneapolis,MN 55A39 Orono, MN 55391 Phone:952-995-2000 I r .. max r a n � v=•, - _�� ...s._ ._,.. ,�,�� y Test�Resu"ks` ° + �: �� fi�� . Vie. H._ °. lipi Optimum Maximum In Place In Place Probe Min Moisture Retest Test Soil Moisture Density Moisture Dry Density Depth Percent Compaction Tolerance Test# Of Date Proctor ID Classification ( in Compaction Remark 9 2/12/14 P-Ot STD SP-SM 15.4 110.0 4.5 110.1 12 100 95 NA A 10 2/12/14 P-01 STD SP-SM 15.4 110.0 4.5 111.6 12 101 95 NA A j 11 2/14/14 P-01 STD SP-SM15A 110.0 5-5 111.3 12 101 95 NA A 12 2114/14 P-01 STD SP-SM 15.4 110.0 5.5 111.3 12 101 95 NA A 13 2/14/14 P-01 STD SP SM 15.4 110.0 5.3110.4 12 100 95 NA A 14 2/14/14 P-01 STD SP-SM 15.4 110.0 6.1 109.9 j12j 100 95 NA A' Test# Test Location Elevation Reference Gauge SN Field Technician 9 Structural Fill:Interior Slab,10'S,WE of NW Comer of Building Comer 98.0 Finish Floor Elevation= 37558 Loosbrock,Tom R 100 10 Structural Fill:Interior Slab,2TN,8'E of SW Comer of Building Comer 96.0 Finish Floor Elevation= 37558 Loosbrock,Tom R 100 11 Structural Fill:Interior Slab,14'S,8'E of NW Comer of Building Comer 99.0 Finish Floor Elevation= 37558 Loosbrock,Tom R 100 12 Structural Fill:Interior Slab,14'S,21'E of NW Comer of Building Comer 99.0 Finish Floor Elevation= 37558 Loosbrock,Tom R 100 13 Structural Fill:Interior Slab,35'S,20'E of NW Comer of Building Comer 99.0 Finish Floor Elevation= 37558 Loosbrock,Tom R 100 14 Structural Fill:Interior Slab,38'S,10'E of NW Comer of Building Comer 99.0 Finish Floor Elevation= 37558 Loosbrock,Tom R • a.. .a,. 100 . .� ". �+�w�r =''"+ ,. w s ..r^'"' ,n.Remarks ,a _ nr ommetrts� " - "` "}'a_ ;. A:Tests n'.SuIIS With 8 cations Teats are"Direct Transmission"(Mettwd A)unless probe da-pth is noted as"Backscatter Tes!# .< Related Test Test Iwo i Johnson, Erik Feb 212014 i Page 2 of 2< t BraunlntertecCorporation BRAUN 11001 Hampshire Avenue South INTERTEC Minneapolis,MN 55438 Phone:952.995.2000 Proctor Report Client: Jim Lillesve Charles Cudd D6Wo 6','LLC Laboratory Results Reviewed by: - 1505023rd Ave N L Plymouth,MN,55447-4710 Project: BL-14-00453 Single Family Home 1145 Wyndmere Road Mike Kelly Orono,MN,55391 Engineering Technician II PM; Erik C Johnson,ejohnson@Braunlntertec.com ItDate of Issue: 1/31/2014 Sample ID: W14-000201-S1 Alternate Sample ID: P-01 Date Sampled: 1/31/2014 Date Submitted: 1/31/2014 Sampled By: Tom R Loosbrock Sampling Method: Source: WM Mueller&Sons Material: Poorly Graded Sand with Silt Specification: Location: Fill for swimming pool Date Tested: 1/31/2014 0%Air Voids ASTM D 698-07 Dry Density(Ibflft') Maximum Dry 110.0 110.0 Density (lbf/fN): -- --- ---- - ---- - - - - Corrected Maximum 110.0 ' Dry Density(Ibf/ft'): Optimum Moisture 15.4 Content(%): Corrected Optimum 15.4 109.0 .•. ;, Moisture Content r Method: A i Preparation Method: Moist r Rammer Type: Hand round Specific Gravity(Fines): 2.65 Specific Gravity Method: Assumed. 106.0 • • Retained Sieve No 4 2 (4.75mm)(%): Passing Sieve No 4 98 (4.75mm)(%): Visual Description: SP Poorly Graded Sand with Silt,fine-medium grained, brown 107.0 10 11 12 13 14 15 16 17 18 19 20 21 Moisture Content(%) The 200 wash value equals 5.196. Phase/soil Forel Noe 110031,Report Na,i' .W14-0002201-S1' C12QOA$09 by �ST.com a�8 1 Of .