Loading...
HomeMy WebLinkAboutReport of Density of Soil in PlaceA.M. ENGINEERING AND TESTING, INC. 3504 INDUSTRIAL 33rd STREET ` FORT PIERCE . FLORIDA' 34946 - VERO BEACH (661) 567-6167 FORT PIERCE (561) 461-7508 STUART (561) 283-7711 FT. PIERCE 1-800-233-901 l Report s of DENSITY OF SOIL IN PLACE ASTM D2922 CLIENT: Tommy Hawkins and Sons, Inc. CONTRACTOR: Client Date: 4/21/01 SITE:,Cold Air Distributors temwall Backfill DENSITY TEST DATE MOISTURE -DENSITY RELATIONSMP IN PLACE DRY PERCENT TEST MAX. NO. TESTED LOCATION ELEVATION NO. DRY WT. DENSITY COMPACTION 2163 4/21/01 Map Location 1 0 - 1 ' 2162 116.6 113.4 .97.3 2164 Map Location 1 1-2' 113.9 97.7 2165 5/3/01 Map Location 1 2-3' 114.6 98.3 2166 Map Location 1 3 - 3 1/2' 115.3- 98.9 2167 4/21/01 Map Location 2 0 - 1 ' 115.9. 99.4 _'-2168 Map Location 2 1-2' .115.2 98.8 2169 Map Location 2 2-3' 115.0 98.6 -2'170 ' Map Location 2 3 - 3 1/2' 113.3 97.2 2171 Map Location 3 0 - 1 ' 116.9 100.3 2172 Map Location 3 1-2' 115.9 99.4 ALL ELEVATIONS ABOVE STRIPPED SURFACE Copies: Client -I SLC Building Dept. -POSILU Respectfully submitted, A.M. ENGINEERING AND TESTING, INC. MAY 0 3 2001 ; RICHARD BOYETTE; P:E, FL Reg, K6. 42485 r . I -i i i-- CCURI-t/ IPAbflc Wcfks - JUPITER OFFICE: 450 S. OLD DIXIE HIGHWAY, SUITE 2, JUPITER, FLORIDA 33458 I-888-339-7645 . FAX: (561) 745- 0981 GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL, AND ASPHALT TESTING A.M. ENGINEERING AND TESTING, INC. 3504 INDUSTRIAL 33rd STREET' FORT PIERCE' FLORIDA • 34946 VERO BEACH (561) 567-6167 FORT PIERCE (561) 461-7508 STUART (561) 283-7711 FT. PIERCE 1-800-233-9011 Report ` of DENSITY OF SOIL IN PLACE ASTM D2922 CLIENT: Tommy Hawkins and Sons, Inc. CONTRACTOR: Client Date: 4/21/01 SITE: Cold Air Distributors Stemwall Backfill DENSITY TEST NO. DATE TESTED LOCATION ELEVATION MOISTURE -DENSITY RELATIONSHIP INPLACE DRY DENSITY PERCENT COMPACTION TEST NO. MAX. DRY WT. 2183 4/21/01 Map Location 6 0 - 1 ' 2162 116.6 116.3 99.7 2184 Map Location 6 1-2' 115.7 99.2 2185 Map Location 6 2-3' 114.7 98.4 2186 Map Location 6 3 - 3 1/2' 113.3 97.2 2187 Map Location 7 0 - 1 ' 116.6 100.0 2188 Map Location 7 1-2' 117.1 100.4 5 2189 Map Location 7 2-3' 116.1 99.6 2190 Map Location 7 3 - 3 1/2' 115.1 98.7 2191 Map Location 8 0 - 1 ' 116.4 99.8 2192 Map Location 8 1-2' 116.1 99.6 ALL ELEVATIONS ABOVE STRIPPED SURFACE Copies: Client - 2 SLC Building Dept. - 1 •, Respectfully submitted, A.M. ENGINE>✓RING FIND TESTING, INC. RICHARD, BOYETTE, P.E. FL'Reg. No. 42485 ""TER OFFICE: 450 S. OLD DIXIE HIGHWAY, SUITE 2, JUPITER, FLORIDA 33458 1-888-339-7645 FAX: (561) 745- 0981 GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL, AND ASPHALT TESTING • A.M. ENGINEERING AND TESTING, INC. 3504 INDUSTRIAL 33rd STREET • FORT PIERCE • FLORIDA' 34946 VERO BEACH (561) 567-6167 FORT PIERCE (561) 461-7508 STUART (561) 283-7711 FT. PIERCE 1-800-233-9011 Report of 4 DENSITY OF SOIL IN PLACE ASTM D2922 CLIENT: Tommy Hawkins and Sons, Inc. CONTRACTOR: Client Date: 4/21/01 SITE: Cold Air Distributors Stemwall Backfill DENSITY TEST DATE MOISTURE -DENSITY RELATIONSHIP IN PLACE DRY PERCENT TEST MAX. NO. TESTED LOCATION ELEVATION NO. DRY WT. DENSITY COMPACTION 2173 4/21/01 Map Location 3 2-3' 2162 116.6 115.3 98.9 2174 Map Location 3 3 - 3 1/2' 113.8 97.6 2175 Map Location 4 0 - 1 ' 116.3 99.7 2176 Map Location 4 1 - 2 ' 115.3 98.9 2177 Map Location 4 2-3' 113.8 97.6 2178 Map Location 4 3 - 3 1/2' 112.2 96.2 ' 2179 Map Location 5 0 - 1 ' 116.1 99.6 2180 Map Location 5 1 - 2 ' 117.1 100.4 2181 Map Location 5 2-3' 115.8 99.3 2182 Map Location 5 3 - 3 1/2' 115.6 99.1 ALL ELEVATIONS ABOVE STRIPPED SURFACE Copies: Client - 2 SLC Building Dept. - 1 Respectfully submitted, A.M. ENGINEEIgNG AND NESTING, INC. RICHARD BOYETTE,1P E. FL Reg. No. 42485 Y JUPITER OFFICE: 450 S. OLD DIXIE HIGHWAY, SUITE 2, JUPITER, FLORIDA 33458 I-888-339-7645 FAX. f561) 745- 0981 GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL, AND ASPHALT TESTING • A.M. ENGINEERING AND TESTING, INC. 3504 INDUSTRIAL 33rd STREET ` FORT PIERCE . FLORIDA ` 34946 VERO BEACH (561) 567-6167 FORT PIERCE (561) 461-7508 STUART (561) 283-7711 FT. PIERCE 1-800-233-9011 Report of +� DENSITY OF SOIL IN PLACE ASTM D2922 CLIENT: Tommy Hawkins and Sons, Inc. CONTRACTOR: Client Date: 5/3/01 SITE: Cold Air Distributors Stemwall Backfill DENSITY TEST DATE MOISTURE -DENSITY RELATIONSHIP IN PLACE DRY PERCENT TEST MAX. NO. TESTED LOCATION ELEVATION NO. DRY WT. DENSITY COMPACTION 2291 5/3/01 Map Location 33 0 - 1 ' 2162 116.6 113.6 97.4 2292 Map Location 33 1-2' 113.1 97.0 2293 Map Location 33 2-3' 112.3 96.3 2294 Map Location 33 3 - 3 1/2 ' 110.9 95.1 ALL ELEVATIONS ABOVE STRIPPED SURFACE Copies: Client - 2 Respectfully submitted, SLC Building Dept. - 1 A.M. ENGINEERING AND TESTING, INC. RICHARD BOYETTE, P.E: FL Reg. No." 42485 JUPITER OFFICE: 450 S. OLD DIXIE HIGHWAY, SUITE 2, JUPITER, FLORIDA 33458 1-888-339-7645 FAX. (561) 745- 0981 GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL, AND ASPHALT TESTING A.M. ENGINEERING AND TESTING, INC. 3504 INDUSTRIAL 33rd STREET ` FORT PIERCE - FLORIDA' 34946 VERO BEACH (561) 567-6167 FORT PIERCE (561) 461-7508 STUART (561) 283-7711 FT. PIERCE 1-800-233-9011 At Report of y DENSITY OF SOIL IN PLACE ASTM D2922 CLIENT: Tommy Hawkins and Sons, Inc. CONTRACTOR: Client Date: 5/3/01 SITE: Cold Air Distributors Stemwall Backfill DENSITY TEST DATE MOISTURE -DENSITY RELATIONSHIP IN PLACE DRY PERCENT TEST MAX. NO. TESTED LOCATION ELEVATION NO. DRY WT. DENSITY COMPACTION 2281 5/3/01 Map Location 30 2-3' 2162 116.6 114.3 98.0 2282 Map Location 30 3 - 3 1/2 ' 112.9 96.8 2283 Map Location 31 0 - 1 ' 116.3 99.7 2284 Map Location 31 1 - 2 ' 115.6 99.1 2285 Map Location 31 2-3' 114.8 98.5 2286 Map Location 31 3 - 3 1/2 ' 113.5 97.3 2287 Map Location 32 0 - 1 ' 112.4 96.4 2288 Map Location 32 1 - 2 ' 112.7 96.7 2289 Map Location 32 2-3' 112.1 96.1 2290 Map Location 32 3 - 3 1/2 ' 111.2 95.4 ALL ELEVATIONS ABOVE STRIPPED SURFACE Copies: Client - 2 SLC Building Dept. - 1 Respectfully submitted, A.M. ENGLNEERING,AND 'TESTING, INC. RICHARD BOYETTE, P.E. FL Reg. No. 42485 V JUPITER OFFICE: 450 S. OLD DIXIE HIGHWAY, SUITE 2, JUPITER, FLORIDA 33458 I-888-339-7645 FAX: (56I) 745- 0981 GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL, AND ASPHALT TESTING A.M. ENGINEERING AND TESTING, INC. 3504 INDUSTRIAL 33rd STREET' FORT PIERCE ' FLORIDA . 34946 VERO BEACH (561) 567-6167 FORT PIERCE (561) 461-7508 STUART (561) 283-7711 FT. PIERCE 1-800-233-9011 Report of DENSITY OF SOIL IN PLACE ASTM D2922 CLIENT: Tommy Hawkins and Sons, Inc. CONTRACTOR: Client Date: 5/3/01 SITE: Cold Air Distributors Stemwall Backfill DENSITY TEST DATE MOISTURE -DENSITY RELATIONSHIP IN PLACE DRY PERCENT TEST MAX. NO. TESTED LOCATION ELEVATION NO. DRY WT. DENSITY COMPACTION 2271 4/21/01 Map Location 28 0 - 1 ' 2162 116.6 113.4 97.3 2272 Map Location 28 1 - 2 ' 112.6 96.6 2273 Map Location 28 2-3' 112.5 96.5 2274 Map Location 28 3 - 3 1/2 ' 111.0 95.2 2275 5/3/01 Map Location 29 0 - 1 ' 115.8 99.3 2276 Map Location 29 1 - 2 ' 115.3 98.9 2277 4/21/01 Map Location 29 2-3' 114.4 98.1 2278 Map Location 29 3 - 3 1/2' 113.4 97.3 2279 5/3/01 Map Location 30 0 - 1 ' 115.3 98.9 2280 Map Location 30 1 - 2 ' 115.8 99.3 ALL ELEVATIONS ABOVE STRIPPED SURFACE Copies: Client - 2 SLC Building Dept. - 1 Respectfully submitted, A.M. ENGINEERIN:G1 AND,TESTING, INC. RICHARD BOYETTE; P.E. FL Reg. No. 42485 JUPITER OFFICE. 450 S. OLD DIXIE HIGHWAY, SUITE 2, JUPITER, FLORIDA 33458 1-888-339-7645 FAX: (561) 745- 0981 GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL, AND ASPHALT TESTING A.M. ENGINEERING AND TESTING, INC. 3504INDUSTRIAL 33rd STREET' FORT PIERCE' FLORIDA • 34946 VERO BEACH (561) 567-6167 FORT PIERCE (561) 461-7508 STUART (561) 283-7711 FT. PIERCE 1-800-233-9011 Report of W DENSITY OF SOIL IN PLACE ASTM D2922 CLIENT: Tommy Hawkins and Sons, Inc. CONTRACTOR: Client Date: 5/3/01 SITE: Cold Air Distributors Stemwall Backfill DENSITY TEST DATE MOISTURE -DENSITY RELATIONSffiP IN PLACE DRY PERCENT TEST MAX. NO. TESTED LOCATION ELEVATION NO. DRY WT. DENSITY COMPACTION 2261 4/21/01 Map Location 25 2-3' 2162 116.6 113.8 97.6 2262 Map Location 25 3 - 3 1/2 ' 112.2 96.2 2263 Map Location 26 0 - 1 ' 115.3 98.9 2264 Map Location 26 1-2' 114.7 98.4 2265 5/3/01 Map Location 26 2-3' 112.1 96.1 2266 Map Location 26 3 - 3 1/2 ' 111.0 95.2 2267 4/21/01 Map Location 27 0 - 1 ' 116.0 99.5 2268 Map Location 27 1-2' 115.0 98.6 2269 5/3/01 Map Location 27 2-3' 113.9 97.7 2270 Map Location 27 3 - 3 1/2' 112.1 96.1 ALL ELEVATIONS ABOVE STRIPPED SURFACE Copies: Client - 2 Respectfully submitted, SLC Building Dept. - 1 A.M. ENGINEERING ANDU,TESTING, INC. RICHARD,BOYETTE, P.E. FL Reg: No. 42485 JUPITER OFFICE: 450 S. OLD DIXIE HIGHWAY, SUITE 2, JUPITER, FLORIDA 33458 1-888-339-7645 FAX. (561) 745- 0981 GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL. AND ASPHALT TESTING A.M. ENGINEERING AND TESTING, INC. 3504 INDUSTRIAL 33rd STREET . FORT PIERCE ' FLORIDA • 34946 VERO BEACH (561) 567-6167 FORT PIERCE (561) 461-7508 STUART (561) 283-7711 FT. PIERCE 1-800-233-9011 Report of y DENSITY OF SOIL IN PLACE ASTM D2922 CLIENT: Tommy Hawkins and Sons, Inc. CONTRACTOR: Client Date: 5/3/01 SITE: Cold Air Distributors Stemwall Backfill DENSITY TEST DATE MOISTURE -DENSITY RELATIONSHIP INPLACE DRY PERCENT TEST MAX. NO. TESTED LOCATION ELEVATION NO. DRY WT. DENSITY COMPACTION 2250 4/21/01 Map Location 23 0 - 1 ' 2162 116.6 114.5 98.2 2251 Map Location 23 1-2' 112.1 96.1 2252 5/3/01 Map Location 23 2-3' 115.9 99.4 2253 Map Location 23 3 - 3 1/2' 114.3 98.0 2254 4/21/01 Map Location 24 0 - 1 ' 115.6 99.1 2256 Map Location 24 1-2' 114.6 98.3 2257 Map Location 24 2-3' 113.6 97.4 2258 Map Location 24 3 - 3 1/2 ' 112.6 96.6 2259 Map Location 25 0 - 1 ' 116.0 99.5 2260 Map Location 25 1-2' 115.4 99.0 ALL ELEVATIONS ABOVE STRIPPED SURFACE Copies: Client - 2 Respectfully submitted, SLC Building Dept. - 1 A.M. ENGINECRTNG ANDJESTING, INC. RICHARD BOYBTTE, P.E. FL leg. -No. 42485 J JUPITER OFFICE. 450 S. OLD DIXIE HIGHWAY, SUITE 2, JUPITER, FLORIDA 33458 1-888-339-7645 FAX: ,(561) 745- 0981 GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL, AND ASPHALT TESTING A.M. ENGINEERING AND TESTING, INC. 3504 INDUSTRIAL 33rd STREET • FORT PIERCE • FLORIDA ' 34946 VERO BEACH (561) 567-6167 FORT PIERCE (561) 461-7508 STUART (561) 283-7711 FT. PIERCE 1-800-233-9011 Report of "+ DENSITY OF SOIL IN PLACE ASTM D2922 CLIENT: Tommy Hawkins and Sons, Inc. CONTRACTOR: Client Date: 5/3/01 SITE: Cold Air Distributors Stemwall Backfill DENSITY TEST DATE MOISTURE -DENSITY RELATIONSHIP IN PLACE DRY PERCENT TEST MAX. NO. TESTED LOCATION ELEVATION NO. DRY WT. DENSITY COMPACTION 2241 5/3/01 Map Location 20 2-3' 2162 116.6 115.2 99.2 2242 Map Location 20 3 - 3 1/2' 114.8 98.5 2243 4/21/01 Map Location 21 0 - 1 ' 114.7 98.4 2244 Map Location 21 1-2' 113.3 97.2 2245 5/3/01 Map Location 21 2-3' 115.1 98.7 2246 Map Location 21 3 - 3 1/2' 112.9 96.8 2247 4/21/01 Map Location 22 0 - 1 ' 115.0 98.6 2248 Map Location 22 1-2' 113.6 97.4 2249 5/3/01 Map Location 22 2-3' 115.6 99.1 2250 Map Location 22 3 - 3 1/2' 114.1 97.9 ALL ELEVATIONS ABOVE STRIPPED SURFACE Copies: Client - 2 SLC Building Dept. - 1 Respectfully submitted„ A.M. ENGINEERING AND TESTING, INC. RICHARD BOYETTE, P.E. FL Reg. No. 42485 r JUPITER OFFICE: 450 S. OLD DIXIE HIGHWAY, SUITE 2, JUPITER, FLORIDA 33458 1-888-339-7645 FAX. (561) 745- 0981 GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS . CONCRETE, SOIL, AND ASPHALT TESTING A.M. ENGINEERING AND TESTING, INC. 3504 INDUSTRIAL 33rd STREET . FORT PIERCE ' FLORIDA ' 34946 VERO BEACH (561) 567-6167 FORT PIERCE (561) 461-7508 STUART (561) 283-7711 FT. PIERCE 1-800-233-9011 Report of DENSITY OF SOIL IN PLACE ASTM D2922 CLIENT: Tommy Hawkins and Sons, Inc. CONTRACTOR: Client Date: 5/3/01 SITE: Cold Air Distributors Stemwall Backfill DENSITY TEST DATE MOISTURE -DENSITY RELATIONSHIP IN PLACE DRY PERCENT TEST MAX. NO. TESTED LOCATION ELEVATION NO. DRY WT. DENSITY COMPACTION 2233 5/3/01 Map Location 18 2-3' 2162 116.6 115.4 99.0 2234 Map Location 18 3 - 3 1/2 ' 114.5 98.2 2235 Map Location 19 0 - 1 ' 115.7 99.2 2236 Map Location 19 1 - 2' 114.6 98.3 2237 4/21/01 Map Location 19 2-3' 115.9 99.4 2238 Map Location 19 3 - 3 1/2' 115.3 98.9 2239 Map Location 20 0 - 1 ' 115.3 98.9 2240 Map Location 20 1 - 2 ' 115.0 98.6 ALL ELEVATIONS ABOVE STRIPPED SURFACE Copies: Client - 2 SLC Building Dept. - 1 Respectfully submitted, , A.M. ENGINEERING AND. TP,ST ING, INC. RICHARD BOYETTE,�P`.E. FL -Reg. No. 42485 r JUPITER OFFICE. 450 S. OLD DIXIE HIGHWAY, SUITE 2, JUPITER, FLORIDA 33458 1-888-339-7645 FAX: (561) 745- 0981 GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL, AND ASPHALT TESTING : A.M. ENGINEERING AND TESTING, INC. 3504 INDUSTRIAL 33rd STREET ' FORT PIERCE - FLORIDA - 34946 VERO BEACH (561) 567-6167 FORT PIERCE (561) 461-7508 STUART (561) 283-7711 FT. PIERCE 1-800-233-9011 Report of • DENSITY OF SOIL IN PLACE ASTM D2922 CLIENT: Tommy Hawkins and Sons, Inc. CONTRACTOR: Client Date: 4/21/01 SITE: Cold Air Distributors Stemwall Backfill DENSITY TEST DATE MOISTURE -DENSITY RELATIONSffiP IN PLACE DRY PERCENT TEST MAX. NO. TESTED LOCATION ELEVATION NO. DRY WT. DENSITY COMPACTION 2223 4/21/01 Map Location 16 0 - 1 ' 2162 116.6 115.8 99.3 2224 Map Location 16 1 - 2 ' 115.1 98.7 2225 5/3/01 Map Location 16 2-3' 115.3 98.9 2226 Map Location 16 3 - 3 1/2 ' 114.3 98.0 2227 4/21/01 Map Location 17 0 - 1 ' 114.7 98.4 2228 Map Location 17 1 - 2 ' 113.6 97.4 2229 5/3/01 Map Location 17 2-3' 115.2 98.8 2230 Map Location 17 3 - 3 1/2 ' 114.6 98.3 2231 4/21/01 Map Location 18 0 - 1 ' 115.0 98.6 2232 Map Location 18 1 - 2 ' 113.4 97.3 ALL ELEVATIONS ABOVE STRIPPED SURFACE Copies: Client - 2 Respectfully submitted, SLC Building Dept. - 1 A.M. ENGINEERING AND TESTING, INC. t= RICHARD BOYETTE, P.E.`-FL Reg. No. 42485 r JUPITER OFFICE. 450 S. OLD DIXIE HIGHWAY, SUITE 2 , JUPITER, FLORIDA 33458 1-888-339-7645 FAX: (561) 745- 0981 GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL, AND ASPHALT TESTING A.M. ENGINEERING AND TESTING, INC. 3504 INDUSTRIAL 33rd STREET' FORT PIERCE' FLORIDA' 34946 VERO BEACH (561) 667-6167 FORT PIERCE (561) 461-7508 STUART (561) 283-7711 FT. PIERCE 1-800-233-9011 r Report of • DENSITY OF SOIL IN PLACE ASTM D2922 CLIENT: Tommy Hawkins and Sons, Inc. CONTRACTOR: Client Date: 4/21/01 SITE: Cold Air Distributors Stemwall Backfill DENSITY TEST DATE MOISTURE -DENSITY RELATIONSHIP IN PLACE DRY PERCENT TEST MAX. NO. TESTED LOCATION ELEVATION NO. DRY WT. DENSITY COMPACTION 2213 4/21/01 Map Location 13 2-3' 2162 116.6 115.9 99.4 2214, Map Location 13 3 - 3 1/2' 115.1 98.7 2215 Map Location 14 0 - 1 ' 116.7 100.1 2216 Map Location 14 1-2' 115.9 99.4 2217 Map Location 14 2-3' 115.7 99.2 2218 Map Location 14 3 - 3 1/2' 115.2 98.8 2219 Map Location 15 0-1 ' 115.9 99.4 2220 Map Location 15 1-2' 114.6 98.3 2221 Map Location 15 2-3' 115.6 99.1 2222 Map Location 15 3 - 3 1/2' 114.7 98.4 ALL ELEVATIONS ABOVE STRIPPED SURFACE Copies: Client - 2 Respectfully submitted, SLC Building Dept. - 1 A.M. ENGINEERING AkIJ,TESTING, INC. Il. RICHARD.BOYFTTTE,_P.E.-FL Reg. No. 42485 J IUPITER OFFICE: 450 S. OLD DIXIE HIGHWAY, SUITE 2, JUPITER, FLORIDA 33458 I-888-339-7645 FAX: (561) 745- 0981 GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL, AND ASPHALT TESTING A.M. EN GINEERING AND TESTING, INC. 3504 INDUSTRIAL 33rd STREET' FORT PIERCE ' FLORIDA' 34946 VERO BEACH (561) 567-6167 FORT PIERCE (561) 461-7508 STUART (561) 283-7711 FT. PIERCE 1-800-233-9011 " Report of DENSITY OF SOIL IN PLACE ASTM D2922 CLIENT: Tommy Hawkins and Sons, Inc. CONTRACTOR: Client Date: 4/21/01 SITE: Cold Air Distributors Stemwall Backfill DENSITY TEST DATE MOISTURE -DENSITY RELATIONSHIP IN PLACE DRY PERCENT TEST MAX. NO. TESTED LOCATION ELEVATION NO. DRY WT. DENSITY COMPACTION 2203 4/21/01 Map Location I 1 0-11 2162 116.6 115.9 99.4 2204 Map Location 11 1-2' 115.0 98.6 2205 Map Location 11 2-3' 115.4 99.0 2206 Map Location 11 3 - 3 1/2' 114.7 98.4 2207 Map Location 12 0-11 115.8 99.3 2208 Map Location 12 1-2' 115.1 98.7 2209 Map Location 12 2-3' 115.6 99.1 2210 Map Location 12 3 - 3 1/2' 114.9 98.5 2211 Map Location 13 0-11 116.1 99.6 2212 Map Location 13 1 - 2' 115.3 98.9 ALL ELEVATIONS ABOVE STRIPPED SURFACE Copies: Client - 2 SLC Building Dept. - 1 Respectfully submitted, ,(, A.M. ENGINEERING Ah?D TESTING, INC. RICHARD BOYETTE, RE, FL Reg`.No. 42485 JUPITER OFFICE. 450 S. OLD DIXIE HIGHWAY, SUITE 2, JUPITER, FLORIDA 33458 1-888-339-7645 FAX. (561) 745- 0981 GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL, AND ASPHALT TESTING A.M. ENGINEERING AND TESTING, INC. \ 3504INDUSTRIAL 33rd STREET' FORT PIERCE ' FLORIDA' 34946 VERO BEACH (561) 567-6167 FORT PIERCE (561) 461-7508 STUART (561) 283-7711 FT. PIERCE 1-800-233-9011 M Report of • DENSITY OF SOIL IN PLACE ASTM D2922 CLIENT: Tommy Hawkins and Sons, Inc. CONTRACTOR: Client Date: 4/21/01 SITE: Cold Air Distributors Stemwall Backfill DENSITY TEST DATE MOISTURE -DENSITY RELATIONSHIP IN PLACE DRY PERCENT TEST MAX. NO. TESTED LOCATION ELEVATION NO. DRY WT. DENSITY COMPACTION 2193 4/21/01 Map Location 8 2-3' 2162 116.6 116.0 99.5 2194 Map Location 8 3 - 3 1/2' 115.3 98.9 2195 Map Location 9 0 - 1 ' 117.1 100.4 2196 Map Location 9 1 - 2 ' 116.1 99.6 2197 Map Location 9 2-3' 115.1 98.7 2198 Map Location 9 3 - 3 1/2' 115.4 99.0 2199 Map Location 10 0 - 1 ' 116.5 99.9 2200 Map Location 10 1 - 2 ' 116.0 99.5 2201 Map Location 10 2-3' 115.3 98.9 2202 Map Location 10 3 - 3 1/2' 114.4 98.1 ALL ELEVATIONS ABOVE STRIPPED SURFACE Copies: Client - 2 SLC Building Dept. - I Respectfully submitted, A.M. ENGINEERING AND, TESTING, INC. RICHARD BOYETTE P.E. FL Reg, No. 42485 JUPITER OFFICE 450 S. OLD DIXIE HIGHWAY, SUITE 2, JUPITER, FLORIDA 33458 1-888-339-7645 FAX: (561) 745- 0981 GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL, AND ASPHALT TESTING A.M. ENGINEERING AND TESTING, INC. 3504 INDUSTRIAL 33RD STREET FT. PIERCE FL,34946 Ft. Pierce 461-7508 • Vero 567-6167 • Stuart 283-7711 • 800-233-9011 • Fax 461-8880 0 a ►a . m a 4 � C m ® ® •� SOIL, CONCRETE & ASPHALT TESTING GEOTECHNICAL ENGINEERING SOIL BORINGS