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Report (11) Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Eugene Office (541) 345 -0289 Carlson Testing Inc. Salem Office (503) 589-1252 , Tigard Office (503) 684 -33460 Report Of In -Place Density Tests Date: 09/30/2010 Job Number: T1003064. Permit #: SIT2010 -00015 Client: ANDY MILLER CONTRACTING - ANDY MILLER Project O'NEAL RESIDENCE - DRIVEWAY REPLACEMENT /NEW RETAINING WALL Address: 9495 SW SHADY PLACE TIGARD OR 3/4 " -0 NORTH FORK EXCAVATING Material Description: 114.3 16.1 95 Maximum Dry Density: lbs. /cu. ft. Optimum Moisture: % Required Compaction: Vo Standard Count for Gauge Serial # Troxler 39510 Method of Test: ASTM D2922,D3017/ ASTM D698 Source of Value Dated 09/13/2010 is project specific. Standard Counts - Density: 2758 Moisture: 653 Calibration Data: 10/2010 In -Place Density Date Of Test Code Test Density Moist. Mode Depth Elev. Field (lbs /cu. ft.) Test No. Location Count Count Ft. Moist. Wet Dry Comp. 1587 198 DT 8" 0 12.8 129.8 115.1 09 -23 5 RW SE CORNER 101 1764 I 205 I DT I 8" 10 13.8 I 125.6 I 110.3 09 -23 6 RW NW CORNER 97 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Please see reverse side for additional information. El Distribute attachments. Job Number: T1003064. 0' Date Of Test: 09/23/2010 In -Place Density Date Of Test Code Test Density Moist. Mode Depth Elev. Field (lbs /cu. ft.) . °A° Test No. Location Count Count Ft. Moist. Wet Dry Comp. I I I I I I I I I I I I I I I I I I I I I I I I Asterisked ( *) percent compaction test results did not meet listed acceptance criteria. Remarks: ANDY MILLER CONTRACTING - ANDY MILLER TO: CITY OF TIGARD BUILDING DIVISION MILLER CONSULTING ENGINEERS - MELISSA MCFERON Typist: ON Test By: B . LEWELLYN Reviewed By: Greg Leeper On 09/30/2010 Test results were discussed and left with ANDY MILLER of ANDY MILLER CONTRACTING Code Descriptions NC - No code (general fill areas and backfill /original ground /not fil BC - Base course (Rock Only) ET - Electrical trench SF - Structural fill (Buildings Non - Residential) RW - Retaining wall backfill GT - Gass line trench LF - Residential lot engineered fill WT - Water line trench CT - Cable, phone trenches RF - Roadway engineered fill (Soil Only) ST - Sanitary sewer trench PS - Pavement subgrade DT - Storm drain trench Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Under all circumstances, the information contained in this report is provided subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document. Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Eugene Office (541) 345-0289 cdI°lS ®n Testing, Inc. Salem O f c e (503) 589 -1252 Tigard Office (503) 684-3460 Report Of In -Place Density Tests Date: 09/30/2010 Job Number: T1003064. Permit #: SIT2010 -00015 Client: ANDY MILLER CONTRACTING - ANDY MILLER Project: O'NEAL RESIDENCE - DRIVEWAY REPLACEMENT /NEW RETAINING WALL Address: 9495 SW SHADY PLACE TIGARD OR 3/4 " -0 NORTH FORK EXCAVATING Material Description: 114.3 16.1 95 Maximum Dry Density: lbs. /cu. ft. Optimum Moisture: % Required Compaction: Standard Count for Gauge Serial # Troxler 21784 Method of Test: ASTM D2922 , D3017/ ASTM D698 Source of Value Dated 09/13/2010 is project specific. Standard Counts - Density: 2047 Moisture: 728 Calibration Data: 07/2010 % In -Place Density Date Of Test Code Test Density Moist. Mode Depth Elev. Field (lbs /cu. ft.) cyo Test No. Location Count Count Ft. Moist. Wet Dry Comp. 1002 249 DT 8" +3.5' 14 134.3 117.8 09 -22 3 RW 6'E OF HOUSE 8'N OF S RETAINING WALL 103 1 1162 I 225 I DT I 8" I +3.5' 113 I 128.3 I 113.5 09 -22 4 RW 19'E OF HOUSE 6'S OF N RETAINING WALL 99 I I I I I 1 I I I I l I I I I I I I I I I I Please see reverse side for additional information. 0 Distribute attachments. Job Number: T1003064. Date Of Test: 09 /22/2010 % In -Place Density Date Of Test Code Test Density Moist. Mode Depth Elev. Field (lbs /cu. ft.) % Test No. Location Count Count Ft. Moist. Wet Dry Comp. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Asterisked ( *) percent compaction test results did not meet listed acceptance criteria. Remarks: ELEVATION REFERENCED FROM BOTTOM OF WALL. ANDY MILLER CONTRACTING - ANDY MILLER TO: CITY OF TIGARD BUILDING DIVISION MILLER CONSULTING ENGINEERS - MELISSA MCFERON Typist: CN Test By: A. RUDISILL Reviewed By: Greg Leeper On 09/30/2010 Test results were discussed and left with ANDY of ANDY MILLER CONTRACTING Code Descriptions NC - No code (general fill areas and backfill /original ground /not fil BC - Base course (Rock Only) ET - Electrical trench SF - Structural fill (Buildings Non - Residential) RW - Retaining wall backfill GT - Gass line trench LF - Residential lot engineered fill WT - Water line trench CT - Cable, phone trenches RF - Roadway en fill (Soil Only) ST - Sanitary sewer trench PS - Pavement subgrade DT - Storm drain trench Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Under all circumstances, the information contained in this report is provided subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document. Bend Office (541) 330-9155 Geotechnical Office (503) 601 -8250 Eugene Office (541) 345 -0289 Carlson Testing, Inc. Salem Office (503) 589 -1252 9 Tigard Office (503) 684-3460 Report Of In -Place Density Tests 09/30/2010 T1003064. Date: Job Number: Permit #: S IT2 010 - 0 0 015 Client: ANDY MILLER CONTRACTING - ANDY MILLER O'NEAL RESIDENCE - DRIVEWAY REPLACEMENT /NEW RETAINING WALL Project: Address: 9495 SW SHADY PLACE TIGARD OR 3/4 " -0 NORTH FORK EXCAVATING Material Description: Maximum Dry Density: 114 lbs. /cu. ft. Optimum Moisture: 16 % Required Compaction: 95 % Standard Count for Gauge Serial # Troxler 39510 Method of Test: ASTM D2922 , D3017/ ASTM D698 Source of Value Dated 09/13/2010 is project specific. Standard Counts - Density: 2742 Moisture: 648 Calibration Data: 06/2010 In -Place Density Date Of Test Code Test Density Moist. Mode Depth Elev. Field (lbs /cu. ft.) Test No. Location Count Count Ft. Moist. Wet Dry Comp. 2812 2 DT 6" +4' 14.2 123.8 108.4 09 -20 2 RW 15'E OF N GARAGE DOOR AT CENTER 95 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I . I 1 I I I I Please see reverse side for additional information. 0 Distribute attachments. Job Number: T1003064. Date Of Test: 09/20/2010 In -Place Density Date Of Test Code Test Density Moist. Mode Depth Elev. Field (lbs /cu. ft.) Test No. Location Count Count Ft. Moist. Wet Dry Comp. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Asterisked ( *) percent compaction test results did not meet listed acceptance criteria. Remarks: ANDY MILLER CONTRACTING - ANDY MILLER TO: CITY OF TIGARD BUILDING DIVISION MILLER CONSULTING ENGINEERS - MELISSA MCFERON Typist: ON Test By: W . RIDER Reviewed By: Greg Leeper On 09/30/2010 Test results were discussed and left with ANDY of ANDY MILLER CONTRACTING Code Descriptions NC - No code (general fill areas and backfill /original ground /not fil BC - Base course (Rock Only) ET - Electrical trench SF - Structural fill (Buildings Non - Residential) RW - Retaining wall backfill GT - Gass line trench LF - Residential lot engineered fill WT - Water line trench CT - Cable, phone trenches RF - Roadway engineered fill (Soil Only) ST - Sanitary sewer trench PS - Pavement subgrade DT - Storm drain trench Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Under all circumstances, the information contained in this report is provided subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document. Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Eugene Office (541) 345 -0289 Carlson Testing, Inc. Salem Office (503) 589 -1252 Tigard Office (503) 684 -3460 Report Of In -Place Density Tests 09/30/2010 T1003064. Date: Job Number: Permit #: SIT2010 -00015 Client: ANDY MILLER CONTRACTING - ANDY MILLER O'NEAL RESIDENCE - DRIVEWAY REPLACEMENT /NEW RETAINING WALL Project: Address: 9495 SW SHADY PLACE TIGARD OR 3/4 " -0 NORTH FORK EXCAVATING Material Description: 114.3 16.1 95 Maximum Dry Density: lbs. /cu. ft. Optimum Moisture: % Required Compaction: Vo Standard Count for Gauge Serial # Troxler 23538 Method of Test: ASTM D2922 , D3017/ ASTM D698 Source of Value Dated 09/13/2010 is project specific. Standard Counts - Density: 2671 Moisture: 553 Calibration Data: 01/2010 % In -Place Density Date Of Test Code Test Density Moist. Mode Depth Elev Field (lbs /cu. ft.) Test No. Location Count Count Ft. Moist. Wet Dry Comp. 2147 150 DT 6" -4.5' 11.6 124.3 111.4 09 -17 1 RW 30' WEST OF SOUTH GARAGE DOOR CENTER OF DOOR 97 I I I I I I I I I l I I I I I I I I 1 I I I I I I I I I I I I l Please see reverse side for additional information. 0 Distribute attachments. Job Number: T1003064. • ' Date Of Test: 09/17/2010 % In -Place Density Date Of Test Code Test Density, Moist. Mode Depth Elev. Field (lbs /cu. ft.) % Test No. Location Count Count Ft. Moist. Wet Dry Comp. I I I I I I l I I I I I I I I I I I I I 1 Asterisked ( *) percent compaction test results did not meet listed acceptance criteria. Remarks: ANDY MILLER CONTRACTING - ANDY MILLER TO: CITY OF TIGARD BUILDING DIVISION MILLER CONSULTING ENGINEERS - MELISSA MCFERON Typist: CN Test By: W . RIDER Reviewed By: Greg Leeper On 09/30/2010 Test results were discussed and left with ANDY of ANDY MILLER CONTRACTING Code Descriptions NC - No code (general fill areas and backfill /original ground /not fil BC - Base course (Rock Only) ET - Electrical trench SF - Structural fill (Buildings Non - Residential) RW - Retaining wall backfill GT - Gass line trench LF - Residential lot engineered fill WT - Water line trench CT - Cable, phone trenches RF - Roadway engineered fill (Soil Only) ST - Sanitary sewer trench PS - Pavement subgrade DT - Storm drain trench Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Under all circumstances, the information contained in this report is provided subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document. • Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carls Eugene Office (541) 345 -0289 ill �S ®� Testing Inc. Salem Office (503) 589 -1252 Tigard Office (503) 684-3460 Moisture - Density Relationship Client: Andy Miller Contracting - Andy Miller 9/17/2010 Project: O'Neal Residence - Driveway Replacement/New Job Number: T1003064 Retaining Wall Material Type: 3/4 " -0 Sampled from: Site Source: North Fork Excavating Test Method: ASTM D -698 C, C -136, D -2216 Date Sampled: Unknown Sample Method: ASTM D -75 Date Tested: 09/15/10 Preparation Method: Moist Oversized Material: Removed Compacting Method: Mechanical Hammer Type: Pie Wedge 117 116 115 CM 114 113 to 112 d ❑ 111 110 109 108 107 12 13 14 15 16 17 18 19 Moisture Content ( %) Assumed 100% Saturation Curve: 2.700 Optimum Moisture:I 16.1% Max. Dry Density: 114.3 I lbs/ft Percent Passing 3/4" Sieve: 95.3% cn CC: Andy Miller Contracting - Andy Miller City of Tigard Building Division Miller Consulting Engineers - Melissa McFeron Reviewed By: , Greg Lee .i Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Under all circumstances, the information contained in this report is provided subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document.