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25A-185 (19) ALLIED TESTING LABO ATORIES, INC. 115 St. George Road e Springfield, N achusetts 01 104 Phone: (413) 736-1846 Report No. 21 of Soils Tests Date: 1/27/95 Client: Almer Huntley Jr. & Associates, Inc. Project: Coca Cola Bottling & Distribution Center - Northampton, MA Subject: Soils Tests Reported to: Almer Huntley Jr. & Associates, Inc. - Att: Mr. Raymond Remillard TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922 TEST DRY MOISTURE MAXIMUM NO. LOCATION DENSITY CONTENT DENSITY COMPACTION (Pcf) M (Pcf) M SOUTHWEST SECTION, ELEV. 146.30 1 Grid 65 124.2 5.0 125.8 98.7 2 Grid 66 122.5 5.0 125.8 97.4 3 Grid 75 123.3 4.5 125.8 98.0 4 Grid 76 122.4 4.2 125.8 97.3 5 Grid 86 121.3 4.1 125.8 96.4 6 Grid 87 120.6 4.5 125.8 96.0 7 Grid 96 121.0 4.0 125.8 96.2 8 Grid 97 122.4 4. 7 125.8 97.3 Respectfully submitted, ALLIED TESTING LABORATORIES, INC. n n By: Chester V. Dawicki Director of Testing Services Copy: Mr. Charles Sherrill Coca Cola Northampton Construction Site MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N:T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 115 St. George Road . Springfield, l achusetts 01 104 Phone: (413) 736-1846 Report No. 20 of Soils Tests Date: 1/26/95 Client: Almer Huntley Jr. & Associates, Inc. Project: Coca Cola Bottling & Distribution Center - Northampton, MA Subject: Soils Tests Reported to: Almer Huntley Jr. & Associates, Inc. - Att: Mr. Raymond Remillard TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922 TEST DRY MOISTURE MAXIMUM NO. LOCATION DENSITY CONTENT DENSITY COMPACTION (pcf) M (pcf) M SOUTHWEST SECTION, ELEV. 145. 00 1 Grid 65 120.8 4.6 125.8 96.0 2 Grid 66 123.7 4.7 125.8 98.3 3 Grid 75 122.6 4. 6 125.8 97.4 4 Grid 76 121.6 4.8 125.8 96.7 5 Grid 86 123.0 3.1 125.8 97.8 6 Grid 87 122.6 3.6 125.8 97.4 7 Grid 96 121.5 3.2 125.8 96.6 8 Grid 97 120.2 5.0 125.8 95.5 Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Chester V. Dawicki Director of Testing Services Copy: Mr. Charles Sherrill Coca Cola Northampton Construction Site MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALL AD TESTING LABO ATORI ES, INC. 115 St. George Road • Springfield, Nn_ achusetts 01 104 Phone: (413) 736-1846 Report No. 19 of Soils Tests Date: 1/25/95 Client: Almer Huntley Jr. & Associates, Inc. Project: Coca Cola Bottling & Distribution Center - Northampton, MA Subject: Soils Tests . Reported to: Almer Huntley Jr. & Associates, Inc. - Att: Mr. Raymond Remillard TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922 TEST DRY MOISTURE MAXIMUM NO. LOCATION DENSITY CONTENT DENSITY COMPACTION (pcf) (Pcf) SOUTHEAST SECTION, ELEV. 144.00 1 Grid 111 120.4 4.3 125.8 95.7 2 Grid 112 121.8 4. 6 125.8 96.8 3 Grid 121 120.8 4.6 125.8 96.0 4 Grid 122 120.1 3. 9 125.8 95.4 SOUTHEAST SECTION, ELEV. 145.00 5 Grid 111 122.4 3.4 125.8 97.3 b Grid 112 123.4 3. 9 125.8 98.1 7 Grid 121 122.3 4.2 125.8 97.2 8 Grid 122 121.4 4.4 125.8 96.5 SOUTHEAST SECTION, ELEV. 146.30 9 Grid 111 120.6 4.0 125.8 95.9 10 Grid 112 122.0 5. 2 125.8 97.0 11 Grid 121 124.4 5.0 125.8 98.9 12 Grid 122 121.5 4.4 125.8 96.6 Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Chester V. Dawicki Director of Testing Services Copy: Mr. Charles Sherrill Coca Cola Northampton Construction Site MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLI D TESTING LABORATORIES, INC. 115 St. George Road . Springfield, N. achus etts 01 104 Phone: (413) 736-1846 Report No. 18 of Soils Tests Date: 1/24/95 Client: Almer Huntley Jr. & Associates, Inc. Project: Coca Cola Bottling & Distribution Center - Northampton, MA Subject: Soils Tests Reported to: Almer Huntley Jr. & Associates, Inc. - Att: Mr. Raymond Remillard Began filling wet area with crushed material mixed with bank-run gravel that was used throughout existing site. Site contractor over-excavated this area as required by site engineer, to be away from building area. This procedure worked well to stabilized this area; compaction tests taken on top 3' on 1/25/94. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Chester V. Dawicki Director of Testing Services Copy: Mr. Charles Sherrill Coca-Cola Northampton Construction Site MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, � achusetts 01 104 Phone: (413) 736-1846 Report No. 17 of Soils Tests Date: 1/23/95 Client: Almer Huntley Jr. & Associates, Inc. Project: Coca Cola Bottling & distribution Center - Northampton, MA Subject: Soils Tests Reported to: Almer Huntley Jr. & Associates, Inc. Crushing operation continued in order to provide material for wet area. Crushed material was as required, 3" and 1". Some material was placed at this area to stabilize it. 2' to 3" of crushed material utilized in this area. No soil compaction tests conducted this date. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Chester V. Dawicki Director of Testing Services Copy: Mr. Charles Sherrill Coca Cola Northampton Construction Site MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALID TESTING LABOTORIES, INC. 115 St. George Road • Springfield, Nid�sachusetts 01 104 Phone: (413) 736-1846 Report No. 16 of Soils Tests Date: 1/20/95 Client: A1mer Huntley Jr. & Associates, Inc. Project: Coca Cola Bottling & Distribution Center - Northampton, MA Subject: Soils Tests Reported to: Almer Huntley Jr. & Associates, Inc. - Att: Mr. Raymond Remillard Inspector on site this date observed backfill of crushed rock at wet area as required; 12" - 18" lift of material placed as instructed to stabilize this are A larger lift (2') was put at vein of soft and wetter area. Heavy rains started, making this area wetter; backfilling operations stopped until later date. Crushing operation continued to supply necessary material to complete backfilling of this area. No soil compaction tests conducted this date. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Chester V. Dawicki Director of Testing Services Copy: Mr. Charles Sherrill Coca Cola Northampton Construction Site MEMBER: A.S.T.M. / .A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLAD TESTING LABOR4ATORIES, INC. 115 St. George Road •Springfield, Ma,sachusetts 01 104 Phone: (413) 736-1846 )/ Report No. 15 of Soils Tests Date: 1/19/95 ,f• Client: A1mer Huntley Jr. & Associates, Inc. r Project: Coca Cola Bottling & Distribution Center - Northampton, MA Subject: Soils Tests Reported to: Almer Huntley Jr. & Associates, Inc. - Att: Mr. Raymond Remillard Inspector on site this date observed crushing operations at client's request to insure 3" and 1" rock was received to put in wet area. Crushed rock is going to be used to stabilize wet area at Southeast section of fill area. No soil compaction tests taken this date. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Chester V. Dawicki Director of Testing Services Copy: Mr. Charles Sherrill, Coca Cola Northampton Construction Site MEMBER: A.S.T.M. / .A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALI. D TESTING LAB® 4T®RIES, INC. 115 St. George Road • Springfield, h,�-,sachusetts 01 104 Phone: (413) 736-1846 Report No. 14 of Soils Tests Date: 1/18/95 Client: Almer Huntley Jr. & Associates, Inc. , Project: Coca Cola Bottling & Distribution Center - Northampton, MA Subject: Soils Tests Reported to: Almer Huntley Jr. & Associates, Inc. Att: Mr. Raymond Remillard TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922 TEST DRY MOISTURE MAXIMUM NO. LOCATION DENSITY CONTENT DENSITY COMPACTION (pcf) (%) (pcf) (%) Below removal of existing roadway at grade 1 Grid 79 123.4 5.0 125.8 98.1 2 Grid 69 124.2 5.8 125.8 98.7 3 Grid 59 122.8 4.7 125.8 97.6 4 Grid 43 124.0 4.2 125.8 98.6 5 Grid 35 121.7 3.8 125.8 96.7 6 Grid 27 123.3 3.5 125.8 98.0 7 Grid 19 121.2 3.2 125.8 96.3 Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Chester V. Dawicki Director of Testing Services Copy: Mr. Charles Sherrill Coca Cola Northampton Construction Site MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. M.C.I.B. / I.A.C.R.S. ALLIED Page 2 of Report X113 of Soils Tests Date: 1/17/95 Almer Huntley Jr. & Associates, Inc. RE: Coca Cola Bottling & Distribution Center, Northampton, MA Respectfully submitted, ALLIED TESTING ^/LABORATORIES, INC. By: Chester V. Dawicki Director of Testing Services Copy: Mr. Charles Sherrill Coca Cola Northampton Construction Site ALL D TESTING LABO ATORIES, INC. L! 115 St. George Road • Springfield, h._ .,achusetts 01 104 h Phone: (413) 736-1846 Report No. 13 of Soils Tests Date: 1/17/95 Client: Almer Huntley Jr. & Associates, Inc. Project: Coca Cola Bottling & Distribution Center - Northampton, MA Subject: Soils Tests Reported to: Almer Huntley Jr. & Associates, Inc. Att: Mr. Raymond Remillard TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922 TEST DRY MOISTURE MAXIMUM NO. LOCATION DENSITY CONTENT DENSITY COMPACTION (pcf) (pcf) SOUTHWEST SECTION, 1ST LIFT 1 Grid 130 123.2 4.4 125.8 98.0 2 Grid 129 121.6 4.8 125.8 96.7 3 Grid 128 122.7 5.6 125.8 97.5 4 Grid 127 121.2 4.4 125.8 96.3 5 Grid 126 124.2 5.0 125.8 98.7 SOUTHWEST SECTION, 2ND LIFT 6 Grid 130 122.8 4.7 125.8 97.6 7 Grid 129 121.3 5.0 125.8 96.4 8 Grid 128 120.4 5.1 125.8 95.7 9 Grid 127 123.5 5.0 125.8 98.2 10 Grid 126 122.4 4. 7 125.8 97.3 SOUTHWEST SECTION, 3RD LIFT 11 Grid 130 125.1 5.3 125.8 99.4 12 Grid 129 124.2 4.3 125.8 98.7 13 Grid 128 124.0 5. 2 125.8 98.6 14 Grid 127 122.8 3.8 125.8 97.6 15 Grid 126 121.5 5.8.. 125.8 96.6 SOUTHWEST SECTION, 4TH LIFT 16 Grid 130 121.2 4.2 125.8 96.3 17 Grid 129 120.8 4.1 125.8 96.0 18 Grid 128 123.3 5..,2 125.8 98.0 19 Grid 127 122.0 3.9 125.8 97.0 20 Grid 128 123.6 4.7 125.8 98.2 MEMBER: A.S.T.M. / ,A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED Page 2 of Report 1612 of Soils Tests Date: 1/16/95 Almer Huntley Jr. & Associates, Inc. RE: Coca Cola Bottling & Distribution Center, Northampton, 111A Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Chester V. Dawicki Director of Testing Services Copy: Mr. Charles Sherrill Coca Cola Northampton Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Report No. 12 of Soils Tests Date: 1/16/95 Client: Almer Huntley Jr. & Associates, Inc. Project: Coca Cola Bottling & Distribution Center - Northampton, MA Subject: Soils Tests Reported to: Almer Huntley Jr. & Associates, Inc. TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - AST111 D2922 TEST DRY MOISTURE MAXIMUM NO. LOCATION DENSITY CONTENT DENSITY COMPACTION -- (Pcf) M (Pcf) M SOUTHWEST SECTION, 3RD LIFT 1 Grid 106 120.6 3. 7 125.8 95.9 2 Grid 107 119.9 4.8 125.8 95.3 3 Grid 108 120.6 4.7 125.8 95.9 4 Grid 109 125.0 3. 9 125.8 99.3 5 Grid 110 123.3 3. 6 125.8 98.0 6 Grid 120 120.8 4. 6 125.8 96.0 7 Grid 119 124.4 3. 8 125.8 98.9 8 Grid 118 125.1 4.5 125.8 99.4 9 Grid 117 123.5 3.1 125.8 98.2 10 Grid 116 122.7 4.8 125.8 97.5 SOUTHWEST SECTION, 4TH LIFT 11 Grid 106 124.4 4.4 125.8 98.9 12 Grid 107 123.0 3. 6 125.8 97.8 13 Grid 108 123.5 4.1 125.8 98.2 14 Grid 109 124.4 4.6 125.8 98.9 15 Grid 110 121.4 5.0 125.8 96.5 16 Grid 120 120.3 5.2 125.8 95.6 17 Grid 119 122.9 3. 7 125.8 97.7 18 Grid 118 123.3 4.3 125.8 98.0 19 Grid 117 124.6 5.8 125.8 99.0 20 Grid 116 120.0 5. 2 125.8 95.4 SOUTHWEST SECTION, 2ND LIFT 21 Grid 96 123.5 4.1.'. 125.8 98.2 22 Grid 97 122.1 6. 2 125.8 97.0 23 Grid 98 123.8 5. 2 125.8 98.4 24 Grid 99 124.0 4.5 125.8 98.6 MEMBER: A.S.T.M. / _A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED page 2 of Report loll of Soils Tests Date: 1/13/95 Almer Huntley Jr. & Associates, Inc. RE: Coca-Cola Bottling & Distribution Center, Northampton, MA TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922 TEST DRY MOISTURE MAXIMUM NO. LOCATION DENSITY CONTENT DENSITY COMPACTION (pcf) (7) (pcf) (7) SOUTHEAST SECTION, 4TH LIFT 27 Grid 123 124.0 2.1 125.8 98. 6 28 Grid 124 119.8 5.5 125.8 95.2 29 Grid 125 121.6 3.1 125.8 96.7 30 Grid 133 123.4 3.3 125.8 98.1 31 Grid 134 121.6 3.4 125.8 96.7 32 Grid 135 122.4 3.4 125.8 98.6 Respectfully submitted, ALLIED TESTING LABORATORIES, INC. y';,' 4'� _;' By: Chester V. Dawicki Director of Testing Services Copy: Charles Sherrill Coca-Cola Northampton Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Report No. 11 of Soils Tests Date: 1/13/95 Client: Almer Huntley Jr. & Associates, Inc. Project: Coca Cola Bottling & Distribution Center - Northampton, MA Subject: Soils Tests Reported to: Almer Huntley Jr. & Associates, Inc. TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922 TEST DRY MOISTURE MAXIMUM NO. LOCATION DENSITY CONTENT DENSITY COMPACTION (pcf) M (pcf) (7) SOUTHWEST SECTION, 1ST LIFT 1 Grid 106 121.5 4.0 125.8 96.6 2 Grid 107 122.2 4. 6 125.8 97.1 3 Grid 108 123.6 4.0 125.8 98. 2 4 Grid 109 124.3 4.9 125.8 98.8 5 Grid 110 123.1 5.3 125.8 97.8 6 Grid 120 122.8 2. 9 125.8 97.6 7 Grid 119 121.3 3.5 125.8 96.4 8 Grid 118 119.5 4.4 125.8 95.1 9 Grid 117 120.6 4.0 125.8 95.9 10 Grid 116 122.1 4. 2 125.8 97.0 SOUTHWEST SECTION, 2ND LIFT 11 Grid 106 121.9 3.0 125.8 96.9 12 Grid 107 120.6 3.1 125.8 95.9 13 Grid 107 123.6 3.9 125.8 98. 2 14 Grid 109 122.8 5.1 125.8 97.6 15 Grid 110 121.4 4.3 125.8 96.5 16 Grid 120 120.3 4.4 125.8 95.6 17 Grid 119 124.4 5.1 125.8 98.8 18 Grid 118 122.5 3.9 125.8 97.4 19 Grid 117 123.6 4.3 125.8 98. 2 20 Grid 116 124.0 4.9 125.8 98. 6 SOUTHEAST SECTION, 3RD LIFT 21 Grid 123 120.6 3. 7 125.8 95.9 22 Grid 124 121.8 3.8 125.8 96.8 23 Grid 125 120.7 3.7 125.8 95.9 24 Grid 133 122.8 3.6 125.8 97.6 25 Grid 134 124.3 3.4 125.8 98.8 26 Grid 135 122.8 3.7 125.8 97.6 MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED Page 2 of Report #10 of Soils Tests Date: 1/11/95 Almer Huntley Jr. & Assoc. , Inc. Coca Cola Bottling & Distribution Center - Northampton, ALA TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTf D2922 TEST DRY MOISTURE MAXIMUM NO. LOCATION DENSITY CONTENT DENSITY COMPACTION -- (Pcf) M (Pcf) M SOUTHEAST SECTION, 3RD LIFT 24 Grid 123 123.1 3. 6 125.8 97.8 SOUTHWEST SECTION, 1ST LIFT 25 Grid 107 123.6 3. 9 125.8 98. 2 26 Grid 108 124.2 3.1 125.8 98.7 27 Grid 109 122.5 3.3 125.8 97.4 28 Grid 110 121.3 5. 2 125.8 96.4 SOUTHWEST SECTION, 3RD LIFT 29 Grid 107 124.2 3. 7 125.8 98.7 30 Grid 108 125.1 3. 6 125.8 99.4 31 Grid 109 122.8 3. 8 125.8 97. 6 32 Grid 110 121.4 4. 3 125.8 96.5 SOUTHEAST SECTION 33 Grid 111 122.3 3. 8 125.8 97.2 34 Grid 112 121.5 4.0 125.8 96.6 35 Grid 113 124.3 4. 2 125.8 98.8 36 Grid 114 122.6 4.5 125.8 97.4 Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Chester V. Dawicki Director of Testing Services Copy: Charles Sherrill Coca-Cola Northampton Construction Site ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Report No. 1d of Soils Tests Date': 1/11/95 Client: Almer Huntley Jr. & Associates, Inc. Project: Coca Cola Bottling & Distribution Center - Northampton, MA Subject: Soils Tests Reported to: Almer Huntley Jr. & Associates, Inc. TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922 TEST DRY MOISTURE ZMAXIMUM NO. LOCATION DENSITY CONTENT DENSITY COMPACTION (pcf) (7) (pcf) (7) SOUTHEAST SECTION, 3RD LIFT 1 Grid 115 123.5 2.9 125.8 98.3 SOUTHWEST SECTION, 4TH LIFT 2 Grid 106 123.7 3.5 125.8 95.4 3 Grid 107 119. 3 2.4 125.8 95.0 4 Gird 108 120.2 2.3 125.8 95.5 5 Grid 109 125.6 3.4 125.8 99.8 6 Grid 110 121.5 4.0 125.8 96.6 SOUTHEAST SECTION, 4TH LIFT 7 Grid 111 122.3 5.0 125.8 97.2 8 Grid 112 125. 7 2.9 125.8 99.9 9 Grid 113 124.1 2. 7 125.8 98. 6 10 Grid 114 123.2 4. 2 125.8 98.0 11 Grid 115 122.8 3.8 125.8 97.6 SOUTHEAST SECTION, 1ST LIFT 12 Grid 123 124.3 3. 6 125.8 98.8 13 Grid 124 122.4 3.4 125.8 97.3 14 Grid 125 124.2 3. 8 125.8 98.7 15 Grid 133 123.5 2.0 125.8 98.2 16 Grid 134 121.2 2.8 125.8 96.4 17 Grid 135 122.6 3.1 125.8 97.4 SOUTHEAST SECTION, 2ND LIFT 18 Grid 123 123.4 3.2 125.8 98.1 19 Grid 124 124.6 3.9 125.8 99.0 20 Grid 125 122.3 3.1 125.8 97.2 21 Grid 133 124.5 2.2 125.8 99.0 22 Grid 134 122.4 3.0 125.8 97.3 23 Grid 135 121.8 3.9 125.8 96.8 MEMBER: A.S.T.M. A.C.I. I A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED Page 2 of Report #9 of Soils Tests Date: 1/10/95 Almer Huntley Jr. & Associates, Inc. Coca Cola Bottling & Distribution Center - Northampton, MA TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922 TEST DRY MOISTURE K XIMUM NO. LOCATION DENSITY CONTENT DENSITY COMPACTION (pcf) M (pcf) M SOUTHWEST SECTION, ELEV. 146. 33, 6TH LIFT 25 Grid 101 116.4 6. 6 122.0 95.5 26 Grid 100 117.3 4.4 122.0 96.1 27 Grid 99 118.8 4.0 122.0 97.4 SOUTHEAST SECTION, ELEV. 141.00, 1ST LIFT 28 Grid 111 120.3 4.0 122.0 98. 6 29 Grid 112 119.8 3. 2 122.0 98.2 30 Grid 113 118.4 3.8 122.0 97.0 31 Grid 114 117. 6 4.8 122.0 96.4 32 Grid 115 119.3 4.4 122.0 97.8 SOUTHEAST SECTION, 2ND LIFT 33 Grid 111 120.8 4.0 122.0 99.0 34 Grid 112 119.5 3.9 122.0 98.0 35 Grid 113 120.9 3.4 122.0 99.1 36 Grid 114 118.6 4.1 122.0 97.2 37 Grid 115 117.2 4.8 122.0 96.1 Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Chester V. Dawicki Director of Testing Services Copy: Mr. Charles Sherrill Coca-Cola Northampton Construction Site ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Report No. 9 of Soils Tests Date: 1/10/95 Client: Almer Huntley Jr. & Associates, Inc. Project: Coca Cola Bottling & Distribution Center - Northampton, CIA Subject: Soils Tests Reported to: Almer Huntley Jr. & Associates, Inc. - Att: Mr. Raymond Remillard TEST: DENSITY OF SOIL' IN PLACE BY NUCLEAR METHOD - ASTM D2922 TEST DRY MOISTURE MAXIMUM NO. LOCATION DENSITY CONTENT DENSITY COMPACTION (pcf) (7) (pcf) (7) NORTHWEST SECTION, ELEV. 146.33 1 Grid 57 117.2 2. 7 122.0 96.1 2 Grid 58 117.7 3. 5 122.0 96.5 3 Grid 49 119.3 2.4 122.0 97.8 4 Grid 50 119.5 4.4 122.0 98.0 5 Grid 41 120.4 4. 3 122.0 98.7 6 Grid 42 119.2 3. 8 122.0 97. 7 7 Grid 33 120.8 4. 6 122.0 99.0 8 Grid 34 119.8 4.4 122.0 98.2 9 Grid 25 118.4 4.4 122.0 97.0 10 Grid 26 117.8 4. 7 122.0 96.5 SOUTHEAST SECTION, 1ST LIFT 11 Grid 102 116.8 4. 9 122.0 95.7 12 Grid 103 119.2 4.0 122.0 97. 7 13 Grid 104 119.5 3. 4 122.0 98.0 14 Grid 105 117.4 4. 6 122.0 96. 2 SOUTHEAST SECTION, ELEV. 146.33, 2ND LIFT 15 Grid. 102 116.9 5. 6 122.0 95.8 16 Grid 103 120.1 3.4 122.0 98.4 17 Grid 104 118.5 4.5 122.0 97.1 18 Grid 105 119.6 3. 7 122.0 98.0 SOUTHWEST SECTION, 4TH LIFT 19 Grid 101 115.9 4. 7 122.0 95.0 20 Grid 100 119.5 4.3 122.0 97.9 21 Grid 99 118.7 3. 3 122.0 97.3 SOUTHWEST SECTION, 5TH LIFT 22 Grid 101_ 119. 8 4.0 122.0 98.2 23 Grid 100 120.4 5.1 122.0 98.7 24 Grid 99 119. 2 3.8 122.0 97.7 MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED Page 2 of Report #8 of Soils Tests Date: 1/9/95 Almer Huntley Jr & Associates, Inc. RE: COCA COLA BOTTLING & DISTRIBUTION CENTER TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922 TEST DRY MOISTURE INMIMUM NO. LOCATION DENSITY CONTENT DENSITY COMPACTION (pcf) M (pcf) M SOUTHEAST SECTION, 3RD LIFT 19 Grid 102 119.8 2.8 122.0 98.2 20 Grid 103 117.6 3. 9 122.0 96.4 21 Grid 104 116.8 6.0 122.0 95.7 22 Grid 105 118.6 4. 7 122.0 97. 2 SOUTHWEST SECTION, 6TH LIFT 23 Grid 100 117.8 5. 0 122.0 96.5 24 Grid 99 121.6 2. 9 122.0 99. 7 Notes: 1. Starting elev. 142.00 ± .50 2. Subgrade elev. 146.33 Respectfully submitted, ALLIED TESTING LABORATORIES, INC. lA n Vz ,A, V,—'_ By: Chester V. Dawicki Director of Testing Services Copy: Mr. Charles Sherrill Coca-Cola Northampton Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Report No. 8 of Soils Tests Date: 1/9/95 Client: Almer Huntley Jr. & Associates, Inc. Project: Coca Cola Bottling & Distribution Center - Northampton, MA Subject: Soils Tests Reported to: Almer Huntley Jr. & Associates, Inc. - Att: sir. Raymond Remillard TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - AST',-1 D2922 TEST DRY MOISTURE MAXIMUM N0. LOCATION DENSITY CONTENT DENSITY COMPACTION (pcf) (pcf) (7.) SOUTHEAST SECTION, 1ST LIFT 1 Grid 102 117.4 3. 6 122.0 96.2 2 Grid 103 119.3 4.4 122.0 97.8 3 Grid 104 118.6 3.3 122.0 97.2 4 Grid 105 117.8 5.0 122.0 96.5 SOUTHWEST SECTION, 1ST LIFT 5 Grid 100 116.9 3.9 122.0 95.8 6 Grid 99 118.2 4.4 122.0 96. 9 SOUTHEAST SECTION, 2ND LIFT 7 Grid 102 119.4 3.1 122.0 97.9 8 Grid 103 120.2 3. 6 122.0 98.5 9 Grid 140 118.0 4.1 122.0 96. 7 10 Grid 105 121.4 3.1 122.0 99.5 SOUTHWEST SECTION, 2ND LIFT 11 Grid 100 118.6 4.4 122.0 97.2 12 Grid 99 118.3 3.3 122.0 97.0 SOUTHWEST SECTION, 3RD LIFT 13 Grid 100 120.3 3.4 122.0 98.6 14 Grid 99 117.5 4.2 122.0 96.3 SOUTHWEST SECTION, 4TH LIFT 15 Grid 100 121.6 3.4 122.0 99.7 16 Grid 99 119.5 3. 6 122.0 98.0 SOUTHWEST SECTION, 5TH LIFT 17 Grid 100 120.1 3.7 122.0 98.4 18 Grid 99 121.4 4.2 122.0 99.5 Continued on Page -2- MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED Page 2 of Report #7 of Soils Tests Date: 1/6/95 Almer Huntley Jr. & Assoc. , Inc. RE: Coca Cola Bottling & Distribution Center TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922 TEST DRY MOISTURE MAXIMUM NO. LOCATION DENSITY CONTENT DENSITY COMPACTION (pcf) M (pcf) M NORTHVEST SECTION - 2ND LIFT (CONTINUED) 21 Grid 36 120. 2 3.5 125.8 95.5 22 Grid 28 119.8 3. 3 125.8 95.2 23 Grid 20 120.8 4.8 125.8 96.0 24 Grid 12 122.1 2. 6 125.8 97.0 25 Grid 4 120.5 5. 2 125.8 96.0 Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Chester V. Dawicki Director of Testing Services Copy: Mr. Charles Sherrill Coca-Cola Northampton Construction Site -� ALLIED TESTING LABORATORIES, INC. A-L 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Report No. 7 of Soils Tests Date: 1/6/95 Client: Almer Huntley Jr. & Associates, Inc. Project: Coca Cola Bottling & Distribution Center - Northampton, MA Subject: Soils Tests Reported to: Almer Huntley Jr. & Associates, Inc. - Att: Mr. Raymond Remillard TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922 TEST DRY MOISTURE MAXIMUM NO. LOCATION DENSITY CONTENT DENSITY COMPACTION (pcf) M (pcf) M SOUTHEAST SECTION - 1ST LIFT 1 Grid 92 124.2 2. 7 125.8 98. 7 2 Grid 93 123.7 3.7 125.8 98.3 3 Grid 94 119.5 4.3 125.8 95.1 4 Grid 95 120.2 5.1 125.8 95.5 SOUTHEAST SECTION - 2ND LIFT 5 Grid 92 121.5 5. 2 125.8 96.6 6 Grid 93 124.6 3.7 125.8 99.0 7 Grid 94 125.1 5. 2 125.8 99.4 8 Grid 95 123.5 4. 7 125.8 98.2 SOUTHWEST SECTION - 1ST LIFT 9 Grid 91, elev. 143.00 124. 6 2.9 125.8 99.0 10 Grid 90 123.4 3.3 125.8 98.1 SOUTHWEST SECTION - 2ND LIFT 11 Grid 91 122.8 2. 9 125.8 97.6 12 Grid 90 120.8 3. 6 125.8 96.0 SOUTHWEST SECTION - 3RD LIFT 13 Grid 91 124.1 4.4 125.8 98.5 14 Grid 90 125.0 2. 7 125.8 99.4 SOUTHWEST SECTION - 4TH LIFT- 15 Grid 91 121.4 4.3 125.8 96.5 16 Grid 90 121.0 3.5 125.8 96.2 NORTHWEST SECTION 2ND LIFT 17 Grid 70 119.9 3.9 125.8 95.3 18 Grid 60 121.7 3. 2 125.8 96.7 19 Grid 52 120.1 3.1 125.8 95.5 20 Grid 44 121.6 3.5 125.8 96.7 Continued on page 2 MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED Page 3 of Report #6 of Soils Tests Date: 1/5/95 Almer Huntley Jr. & Associates, Inc. RE: Coca Cola Bottling and Distribution Center Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Chester V. Dawicki Director of Testing Services Copy: Charles Sherrill Coca-Cola Northampton Construction Site ALLIED Page 2 of Report #6 of Soils Tests Date: 1/5/95 Almer Huntley Jr. & Associates, Inc. RE: Coca Cola Bottling & Distribution Center TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922 TEST DRY MOISTURE MAXIMUM NO. LOCATION DENSITY CONTENT DENSITY COMPACTION (pcf) (') (pcf) M NORTHWEST SECTION - 1ST LIFT (CONTINUED) 26 Grid 44 123.5 2. 9 125.8 98.2 27 Grid 35 122. 7 2. 7 125.8 97.5 28 Grid 36 124.1 4.4 125.8 98.6 29 Crid 27 119.5 4.4 125.8 95.0 30 Grid 28 120.1 4. 6 125.8 95.5 31 Grid 19 119.8 3. 2 125.8 95.2 32 Grid 20 121.0 3.1 125.8 96.2 33 Grid 11 122. 8 2. 2 125.8 97. 6 34 Grid 12 121.4 3. 9 125.8 96.5.1 35 Grid 3 122.1 4. 7 125.8 97.0 36 Grid 4 124.6 4.4 125.8 99.0 37 Grid 5 123.4 4.9 125.8 98.1 NORTHWEST SECTION - 2ND LIFT 38 Grid 69 124.2 3.5 125.8 98.7 39 Grid 70 125.0 4. 2 125.8 99.4 40 Grid 59 119.7 4.3 125.8 95.1 41 Grid 60 121.4 3.4 125.8 96.5, 42 Grid 51 122.6 3.4 125.8 97.4 43 Grid 52 121.3 2. 7 125.8 96.4 44 Grid 43 123. 8 3. 6 125.8 98.4; 45 Grid 44 122.5 3. 3 125.8 97.4 46 Grid 35 123.1 4.3 125.8 97.8 47 Grid 36 124.0 2.1 125.8 98.6 48 Grid 27 123.4 3. 6 125.8 98.1 49 Grid 28 121.5 4.4 125.8 96.6 50 Grid 19 125.0 4.5 125.8 99.4 51 Grid 20 124.2 3. 7 125.8 98.7 52 Grid 11 123. 6 4.4 125.8 98.2 53 Grid 12 120.8 3.1 125.8 96.0 54 Grid 3 121.9 3. 8 125.8 96.9 55 Grid 4 121.3 4.5 125.8 96.4 mm ALLIED TESTING LABORATORIES, INC. 1 1 S St. George Road •Springfield, Massachusetts 01 104 Phone; (413) 736-1846 Report No. 6 of Soils Tests Date: 1/5/95 Client: Almer Huntley Jr. & Associates, Inc. Project: Coca Cola Bottling & Distribution Center - Northampton, 11A Subject: Soils Tests Reported to: Almer Huntley Jr. & Associates, Inc. - Att: Mr. Raymond Remillard TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922 TEST DRY MOISTURE MAXIMUM NO. LOCATION DENSITY CONTENT DENSITY COMPACTION (Pcf) M (pcf) M NORTHEAST SECTION - 2nd lift 1 Grid 72 123.2 3.4 125.8 98.0 2 Grid 62 124.6 3. 7 125.8 99.0 3 Grid 54 121.8 3.8 125.8 96.8 4 Grid 46 120.6 4.0 125.8 95. 9 5 Grid 38 121.4 2. 6 125.8 96.5 6 Grid 30 119.9 3. 2 125.8 95.3 7 Grid 22 120.6 3.5 125.8 95.9 8 Grid 14 119.6 2. 7 125.8 95.2 9 Grid 6 123.8 4.8 125.8 98.4 10 Grid 71 124.1 2. 7 125.8 98.6 11 Grid 61 122.3 3.4 125.8 97. 2 12 Grid 53 123.6 3.4 125.8 98. 2 13 Grid 45 122.4 2.8 125.8 97.3 14 Grid 37 123.3 2. 7 125.8 98.0 15 Grid 29 119.9 4. 2 125.8 95.3 16 Grid 21 123.4 3.1 125.8 98.1 17 Grid 13 124.6 3.9 125.8 99.2 18 Grid 5 124.8 4. 2 125.8 99.2 NORTHWEST SECTION 1st lift 19 Grid 69 120. 2 3.7 125.8 95.5 20 Grid 70 121.6 4.0 125.8 96.6 21 Grid 59 123.2 3.4 125.8 97.9 22 Grid 60 124.8 3.4 125.8 99.2 23 Grid 51 119.6 3.3 125.8 95.1 24 Grid 52 121.8 3.1 125.8 96.8 25 Grid 43 120.4 4.0 125.8 95.7 MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED Page 2 of Report #5 of Soils Tests Date: 1/4/95 Almer Huntley Jr. & Associates, Inc. RE: Coca Cola Bottling & Distribution Center - Northampton, MA TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922 TEST DRY MOISTURE MAXIMUM NO. LOCATION DENSITY CONTENT DENSITY COMPACTION (pcf) M (pcf) M 20 Grid 40 123.6 4.5 125.8 98.2 21 Grid 31 121.8 4. 6 125.8 96.8 22 Grid 32 121.4 4. 3 125.8 96.5 23 Grid 23 120.9 4.0 125.8 96.1 24 Grid 24 123.2 3.5 125.8 97.9 NORTHEAST SECTION - 2nd lift 25 Grid 15 124.1 3.4 125.8 98.6 26 Grid 16 123.5 3.3 125.8 98.2 27 Grid 7 122.7 2. 2 125.8 97.5 28 Grid 8 123.2 2. 7 125.8 98.0 Respettfully submitted, ALLIED TESTING LABORATORIES, INC. By: Chester V. Dawicki Director of Testing Services Copy: Mr. Charles Sherrill Coca-Cola Northampton Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road •Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Report No. 5 of Soils Tests Date: 1/4/95 Client: Almer Huntley Jr. & Associates, Inc. Project: Coca Cola Bottling & Distribution Center - Northampton, MA Subject: Soils Tests Reported to: Almer Huntley Jr. & Associates, Inc. - Att: Mr. Raymond Remillard TEST: MOISTURE/DENSITY RELATIONSHIP OF SOILS TEST - ASTM D1557 Lab. No. 6026 Maximum Dry Unit Weight: 125.8 pcf Optimum Water Content: 10.47 TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922 TEST DRY MOISTURE MAXIMUM NO. LOCATION DENSITY CONTENT DENSITY COMPACTION (pcf) (7) (pcf) (7) NORTHWEST SECTION - NEW BUILDING 1 Grid 69 3rd lift 121.4 4.2 125.8 96.5 2 Grid 70 119.8 3. 7 125.8 95.2 3 Grid 81 120.8 4.0 125.8 96.0 4 Grid 80 122.4 3.1 125.8 97.3 5 Grid 69, 4th lift 123. 6 3.1 125.8 98.2 6 Grid 70 121.8 3.5 125.8 96.8 7 Grid 81 124.8 3. 7 125.8 99. 2 8 Grid 80 125.3 2.9 125.8 99.6 NORTHEAST SECTION - 2nd lift 9 Grid 84 122.5 2.8 125.8 97.4 10 Grid 85 119.6 3.1 125.8 95.1 11 Grid 73 120.0 3.8 125.8 95.4 12 Grid 74 122.6 2. 6 125.8 97.4 NORTHWEST SECTION - 2nd lift 13 Grid 63 121.5 3.4 125.8 96.6 14 Grid 64 122.1 3.5 125.8 97.0 15 Grid 55 123.8 3.9 125.8 98.4 16 Grid 56 124.8 3.8 125.8 96.8 17 Grid 47 120.6 3.5 125.8 95.9 18 Grid 48 119.8 2.1 125.8 95.2 19 Grid 39 120.0 4.5 125.8 95.4 E^ntinued on Page -2- MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED Page 2 of Report #4 of Soils Tests Date: 1/3/95 Almer Huntley Jr. & Associates, Inc. RE: Coca Cola Bottling & Distribution Center - Northampton, SSA Notes: 1. Starting elev. 144.24 - 145.59 2. Lifts 6" - 8" Respectfully submitted, ALLIED TESTINC LABORATORIES, INC. By: gn � e iter t�:�ISawicl'i Director of Testing Services Copy: Charles Sherrill Coca-Cola Northampton Construction Site ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Report No. 4 of Soils Tests Date: 1/3/95 Client: Almer Huntley Jr. & Associates, Inc. Project: Coca Cola Bottling & Distribution Center - Northampton, MA Subject: Soils Tests Reported to: Almer Huntley Jr. & Associates, Inc. - Att: Mr. Raymond Remillard TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922 TEST DRY MOISTURE INMIMUM N0. LOCATION DENSITY CONTENT DENSITY COMPACTION (pcf) %) (Pcf) (7.) SOUTHWEST SECTION NEW BUILDING 1 Grid 3K 69, 1st lift 119.6 3.8 122.0 98.0 2 Grid 80 117.3 4.5 122.0 96.1 3 Grid 70 118.0 2. 9 122.0 96. 7 4 Grid 81 117.8 4.9 122.0 96.5 SOUTHEAST SECTION 5 Grid 71 120.6 4.0 122.0 98.8 6 Grid 72 118.1 3. 6 122.0 96.8 7 Grid 73 119.3 3. 7 122.0 97.8 8 Grid 74 119.2 4. 5 122.0 97. 7 9 Grid 82 116.9 5.0 122.0 95.8 10 Grid 83 120.0 4.3 122.0 98.4 11 Grid 84 118.3 4.3 122.0 97.0 12 Grid 85 120.4 3. 2 122.0 98.7 SOUTHWEST SECTION 13 Grid 69 2nd lift 117.0 4.9 122.0 96.0 14 Grid 80 120.1 4. 7 122.0 98.4 15 Grid 70 119.2 3. 7 122.0 97.7 16 Grid 81 118.7 4.8 122.0 97.3 SOUTHEAST SECTION 17 Grid 71 117.4 4.9 122.0 96.2 18 Grid 72 116.9 5.6 122.0 95.8 19 Grid 73 119.0 4.9 122.0 97.5 20 Grid 74 118.2 6.1 122.0 96.9 21 Grid 82 121.5 3. 9 122.0 99.6 22 Grid 83 117. 7 4. 9 122.0 96.5 23 Grid 84 118.3 4. 7 122.0 97.0 24 Grid 85 119. 6 3.0 122.0 98.0 MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED Page 2 of Report 113 of Soils Tests Date: 12/30/94 Almer Huntley Jr. & Associates, Inc. Re: Coca Cola Bottling & Distribution Center TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTA1 D2922 TEST DRY MOISTURE MAXIMUM NO. LOCATION DENSITY CONTENT DENSITY COMPACTION (pcf) M (pcf) M NORTHWEST SECTION 25 Grid 42 117.5 5.8 122.0 96.3 26 Grid 50 119.9 4.5 122.0 98.3 27 Grid 58 118.4 3. 7 122.0 97.0 NORTHWEST SECTION, 2ND LIFT, ELEV. 146.00 t.50 28 Grid 1 120.4 3.1 122.0 98. 7 29 Grid 2 121.5 2. 3 122.0 99.6 30 Grid 3 120.2 4. 6 122.0 98.5 31 Grid 4 120.8 3.1 122.0 99.0 NORTHEAST SECTION, 2ND LIFT 32 Grid 5 116.5 5. 2 122.0 95.5 33 Grid 6 118.7 5. 2 122.0 97.3 34 Grid 7 119.5 5.9 122.0 98.0 35 Grid 8 120.3 3. 2 122.0 98.6 NORTHWEST SECTION, 2ND LIFT 36 Grid 9 117.5 3. 8 122.0 96.3 37 Grid 10 116. 7 4.4 122.0 95.6 38 Grid 11 118.3 5.0 122.0 97.0 39 Grid 12 119.5 2. 6 122.0 98.0 . 40 Grid 13 120.1 3.7 122.0 98.4 41 Grid 14 118.7 5. 6 122.0 97.3 42 Grid 15 120. 6 2. 8 122.0 98.8 43 Grid 16 117.6 4.4 122.0 96.4 Notes: 1. 1st lift, elev. 145.00 ±.50 Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Copy: By: Chester V. Dawicki Charles Sherrill Director of Testing Services Coca-Cola Northampton Construction Site c ALLIED TESTING LABORATORIES, INC. 115 St. George Road o Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Report No. 3 of Soils Tests Date: 12/30/94 Client: Almer Huntley Jr. & Associates, Inc. Project: Coca Cola Bottling & distribution Center - Northampton, 11A Subject: Soils Tests Reported to: Almer Huntley Jr. & Associates, Inc. - Att: Mr. Raymond Remillard TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922 TEST DRY MOISTURE MAXIMUM NO. LOCATION DENSITY CONTENT DENSITY COMPACTION (pcf) C7) (pcf) M NORTHEAST SECTION OF NEW BUILDING 1 Grid 22 116.4 4.5 122.0 95.4 2 Grid 23 118. 6 5.0 122.0 97.2 3 Grid 24 117.4 4.4 122.0 96.2 4 Grid 30 120.1 4. 6 122.0 98.4 5 Grid- 31 121.0 4.5 122.0 99.2 6 Grid 32 119.5 4. 9 122.0 98.0 7 Grid 38 120.1 2. 8 122.0 98.4 8 Grid 39 117.2 4. 6 122.0 96.1 9 Grid 40 118.4 4.4 122.0 97.0 10 Grid 46 119.9 4.1 122.0 98.3 11 Grid 47 118.6 4. 7 122.0 97.2 12 Grid 48 119.0 5. 2 122.0 97.5 NORTHEAST SECTION 13 Grid 54 120. 2 3.7 122.0 98.5 14 Grid 55 119.8 3.1 122.0 98.2 15 Grid 56 118.6 4.7 122.0 97.2 NORTHI:1EST SECTION 16 Grid 17 120.4 4.8 122.0 98.7 17 Grid 18 116.8 4. 6 122.0 96.0 18 Grid 25 118.0 5. 2 122.0 96.7 19 Grid 26 119.5 3.4 122.0 98.0 20 Grid 41 117.7 4.6 122.0. 96.5 c L. 119.2 4.4 122.0 97.7 21 Grid 49 NORTHWEST SECTION Z 22 Grid 18 a _ 120.8 3. 6 122.0 99.0 cc 23 Grid 26 W 117.5 4.9 122.0 96.3 24 Grid 34 116.6 4. 7 122.0 95.6 a Continued on Page -2- MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED Page 2 of Report #2 of Soils Tests Date: 12/29/94 Almer Huntley Jr. & Associates, Inc. Re: Coca Cola Bottling & distribution Center TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922 TEST DRY MOISTURE MAXIMUM NO. LOCATION DENSITY CONTENT DENSITY COMPACTION (pcf) M (pcf) M NORTHIEST SECTION 19 Grid 13 119.1 3. 7 122.0 97.6 20 Grid 14 118.3 5.1 122.0 97.0 21 Grid 15 116.8 5.0 122.0 96.0 22 Grid 16 117.4 3. 7 122.0 96. 2 Notes: 1. 1st lift 6" - 8" . 2. Grid is 50' x 50' 3. Approx. elev. starting at subgrade 145.00 ± .50 Approx. elev. finish at subgrade 146.00 t .50 Respectfully submitted, ALLIED TESTING LABORATORIES, INC. n + By: Chester V. Dawicki Director of Testing Services Copy: Charles Sherrill Coca-Cola Northampton Construction Site JAN p ?AIN - 6 ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Report No. 2 of Soils Tests Date: 12/29/94 Client: A1mer Huntley Jr. & Associates, Inc. Project: Coca Cola Bottling & Distribution Center - Northampton, MLA Subject: Soils Tests Reported to: Almer Huntley Jr. & Associates, Inc. - Att: Mir. Raymond Remillard TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922 TEST DRY MOISTURE MAXIMfUM NO, LOCATION DENSITY CONTENT DENSITY COMPACTION (pcf) (7) (pcf) (7) NORTHWEST SECTION OF NEW BUILDING 1 Grid 1 117.2 4. 6 122.0 96.1 2 Grid 2 116.8 3.8 122.0 95. 7 3 Grid 3 118.4 5.2 122.0 97.0 4 Grid 4 116. 6 4. 6 122.0 95. 6 NORTHEAST SECTION 5 Grid 5 119.4 3.5 122.0 97.9 6 Grid 6 118. 6 4.0 122.0 97. 2 7 Grid 7 117.6 5.8 122.0 96.4 8 Grid 8 120.0 3.4 122.0 98.4 NORTHWEST SECTION 9 Grid 9 117.8 4. 2 122.0 96.5 10 Grid 10 118.2 4. 6 122.0 96. 7 11 Grid 11 119. 7 4.8 122.0 98.1 12 Grid 12 118.8 5. 2 122.0 97.4 NORTHEAST SECTION 13 Grid 13 120.2 3. 8 122.0 98.5 14 Grid 14 119.5 4.8 122.0 98.0 15 Grid 15 121.1 4.4 122.0 99.3 16 Grid 16 118.3 3.6 122.0 97.0 SOUTHWEST SECTION 17 Grid 11 117.2 3. 6 122.0 96.1 18 Grid 12 118. 6 5.1 122.0 97. 2 Continued on Page -2- LS 6� a II II' JA;N 6 i��� lJ MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Report No. 1 of Soils Tests Date: 12/29/94 Client: Almer Huntley Jr. & Associates, .Inc. Project: Coca Cola Bottling & Distribution Center - Northampton, MA Subject: Soils Tests Reported to: Almer Huntley Jr. & Associates, Inc. - Att: Mr. Raymond Remillard TEST: MOISTURE/DENSITY RELATIONSHIP OF SOILS TEST - ASTM D1557 Lab. No. 6025 Maximum Dry Unit Weight: 122.0 pcf Optimum Water Content: 10.87 TEST: SIEVE ANALYSIS Lab. No. 6025 Sieve No. 7 Passing 2 100.0 1 1/2 95.1 1 87.8 3/4 82. 6P' 1/2 77.5 3/8 73.0 4 64.0 8 54.4 16 36. 6 30 15.2 50 8.6 100 4. 2 200 2.0 Respectfully submitted, ALLIED TESTING LABORATORIES, INC. n By: Chester V. Dawicki Director of Testing Services Copy: Charles Sherrill, Coca-Cola Northampton Construction Site a JAN D - MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.