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HomeMy WebLinkAboutGEOTech - BLD Engineering / Geo-tech Reports - 10/5/2007 Geotechnical Testing Laboratory Form No.: 2735 Page 1 of 1 10011 Blomberg St SW Field Density Test Report Project: Hannum, Dan Olympia, WA 98512 ASTM D 2922 / D 3017 Date: 10/5/2007 Ph (360) 754-4612 Client: Dan Hannum Fax (360) 754-4848 Project Location: Union, WA GTL File No.: 07-0606 Nuclear Gauge #: 5267 - PO or Job No.: MS: 11255 DS: 6535 Wet Dry Rock Maximum % Test Mode/ Depth or Percent Proctor Percent Percent Test Location Density Density Correction Density Optimum # Depth Elevation Moisture ID Compacted Required Ibs/ft3 Ibs/ft3 0/0 Ibs/ft3 Moisture 1 -4" 4'from North corner to south 1 1 2' in from West SG 8.3 129.9 119.3 1526 0 123.7 11.0 96.0 95 2 -6" 4'from North corner to south 1 1 2' in from West SG 10.2 129.5 117.5 1526 0 123.7 11.0 95.0 95 3 -8" 3'from North towards South 7' from West SG 9.8 128.9 117.4 1526 0 123.7 11.0 95.0 95 4 1 -6" 3'from North towards South 10'from East SG 8.0 128.1 118.6 1526 0 123.7 11.0 96.0 95 yr ASTM D 1557 (Modified Proctor) ASTM D 698 (Standard Proctor) v Native Soils Imported Fills Type and Number of Earth Moving Units: N/A Reported By: Neil Lorenzo Type and Number of Compaction Units: N/A Number of Passes: N/A Thickness of Lift: N/A Reviewed By: John P. Massett Method of Adding Moisture: N/A Material Type: GW-GC, Well-Graded Gravel w/ Silty Clay&Sand In our opinion,compaction generally meets specifications as indicated bythe test numbers. In our opinion, compaction does NOT meet specifications as indicated by r the test numbers,and material should be reworked or removed. r Contractor Advised Full-time observation v Part-time observation Respectfully submitted, GEOTECHNICAL TESTING LAB John P. Massett Regional Manager RECEIVED OCT 12 2007 MASON COUNTY GEOTECHNICAL TESTING LABORATORY Date Received: 10/5/2007 Project: Hannum,Dan Sample#: 1526 Client: Dan Hannum Sample ID: Gravel with Silty Clay and! Boring#: C-33 Sieve Size Specifications Source: Native Depth:NA US mm Max Min ASTM D-2487,Unified Soils Classification System 6.00" 150.0 GW-GC,Well-graded Gravel with Silty Clay and Sand 4.00" 100.0 Sample Prepared: Moist: X Manual: 3.00" 75.0 100.0% Dry: Mechanical: X 2.50" 63.0 84.0% Test Standard: AASHTO T 99: AASHTO T 180: Method 2.00" 50.0 ASTM D 698: ASTM D 1557: X C 1.75" 45.0 Dry Dry 1.50" 37.5 Assumed Sp.Gr. Point Percent Density Density Maximum Optimum 1.25" 31.5 2.65 Number Moisture lbs/ft' Kgs/m' Dry Density %Moisture 1.00" 25.0 77.8% 1 8.6% 115.6 1,851 123.7 Ibs/ft' 11.0% 7/8" 22.4 2 93% 121.7 1,950 1,981 Kgs/m' 3/4" 19.0 70.1% 3 11.2% 122.6 1,964 5/8" 16.0 4 12.7% 120.4 1,929 1/2" 12.5 60.4% 3/8" 9.5 55.4% - - - - - - - - - - 1/4" 6.3 Moisture Density Relationship #4 4.750 41.6% 129.0 , 2,082 #8 2.360 31.9% �6.0 {-2,032 #10 2.000 1D•0 ♦ 1,98g 416 1.180 25.7 ITl•o ♦ ♦ 1.9 #20 0.850 1�0 Zero Air Voids 1,88j 430 0.600 21.6 i D1.o ° ♦ t s3 #40 0.425 '0 1 #50 0.300 16.5% 16.0 1732 #60 0.250 10z0 #80 0.180 105.0 1,68z 6% 7% 8% )% 10% 11% 12% 13% 14% 15% 16% 17% #100 0.150 1 1.5% Percent Moisture #140 0.106 ♦ Data Points Zero Air Voids Curve Curve Fit #170 0.090 #200 0.075 7.1% Specs: Meets Specs? Yes No Specs ASTM D4718,Correction for Oversize Particles %Retained 3/4" 29.9% %Retained Corrected Density Optimum %Retained Corrected Density Optimum %Gravel: 58.4% D1 i„1: 0.124 3/4"Sieve lbs/113 KgS/m3 Moisture 3/4"Sieve lbs/ft3 Kgs/m3 Moisture %Sand: 34.5% D1301: 2.007 5% 125.2 2,006 10.4% 20% 130.2 2,086 8.9% %Silt&Clay: 7.1% D1,,(p: 12.289 10% 126.9 2,032 9.9% 25% 132.0 2,114 8.3% Cc: 2.64 LL: 0.0% 15% 128.5 2,059 9.4% 30% 133.8 2,143 7.8% Co: 98.78 PL: 0.0% FM: 5.46 PI: 0.0% Copyright Spears Engineering&Technical Services PS,1996-2W4 � Reported by: Reviewed by: RECEIyED 10011 Blomberg Street SW, Olympia,WA 98512 OCT 12 Z007 Phone#(360)754-4612 Fax#(360)754-4848 MASON COUNTY