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HomeMy WebLinkAboutAsphalt CoresATEC Associates, Inc. VV1779 Canova Street, S. E, Palm Bay, Florida 32909 (407)724-1273 REPORT of IN-PLACE DENSITY ASPHALT TESTS PROJECT: Sebastian Highlands Unit #17 CLIENT : General Development Corp. TEST METHOD : ASTM D-2922 WORK RELEASE: 3871-04 FIELD TEST DATA SPECIFIED MINIMUM PERCENT COMPACTION: 98.0 %. TEST LOCATION DENSITY (PCF) NO. FIELD Class A PROJECT NO.: 71-72-046 CLIENT NO. 66 TEST DATE 6/02/88 LAB NO. SH880898 MAX % COMP 1 200' E of Schumann R/S 125.8 126.1 99.8 2 600' E of Schumann L/S 125.5 126.1 99.5 3 1000' E of Schumann C/L 125.1 126.1 99.2 4 1400' E of Schumann R/S 126.0 126.1 99.9 5 1800' E of Schumann L/S 125.7 126.1 99.7 6 2200' E of Schumann C/L 126.2 126.1 100.1 2600' E of Schumann R/S 125.9 126.1 99.8 8 3000' E of Schumann L/S 125.2 126.1 99.3 9 3400' E of Schumann C/L 126.5 126.1 100.3 10 3800' E of Schumann R/S 127.1 126.1 100.8 11 4200' E of Schumann L/S 127.0 126.1 100.7 12 4600' E of Schumann C/L 127.8 126.1 101.3 13 5000' E of Schumann R/S 128.3 126.1 101.7 14 5400' E of Schumann L/S 126.9 126.1 100.6 15 5800' E of Schumann C/L 126.7 126.1 100.5 16 6200' E of Schumann R/S 127.3 126.1 101.0 Technician: R.Plemmons/J.Mckenna Remarks: Footage pulled from South Intersection of Barber Strait:&.. Schumann Drive. (Barber Street) ' ALL TESTS MEET THE MINIMUM REQUIREMENT Respect;dilly Submattf✓d, OF 98% OF THE MAXIMUM DENSITY. ATEA„ si�©aiat,es , Ih%, . 17, (':to W. Har�l�ee P,. E. Vice, ''regident Offices: Cincinnati OH Corporate Office: Inmanapo4s IN Raleigh, NC Anchorage. AK Dallas TX Griffith. IN Longmont, CO Salisbury, MD Affiliates: Atlanta. GA Hahimory M(! Davion OH Dc-nvei CO Huntsville, AL Indianapolis. IN Lousiville, KY Miami, FL Savannah. GA Toledo. OH I',un,inghan A,. FI Wayne, IN Jacksonville. FL Montgomery, AL Washington. DC rdiv::nr.•.a._ , Gaitherhurg, MD Lexington. KY Nashville. TN West Palm Beach. FL tin•'(''• ' ATEC Associates, Inc. VV177Canova Street, S E Palm Bay, Florida 32909 `i (407 724-1273 • REPORT of IN-PLACE ASPHALT DENSITY TESTS PROJECT: Sebastian Highlands Unit #17 CLIENT : General Development Corp. TEST METHOD : ASTM D-2922 WORK RELEASE: 3871-04 FIELD TEST DATA SPECIFIED MINIMUM PERCENT COMPACTION 98.0 %. TEST LOCATION DENSITY (PCF) NO. FIELD 1 Sta 1+50 L/S Aldea Drive 129.2 2 Sta 5+50 R/S Aldea Drive 130.0 3 Sta 9+50 C/L Aldea Drive 125.3 • 4 Sta 13+50 L/S Aldea Drive 5 Sta 17+50 R/S Aldea Drive 6 Sta 0+50 L/S Duban Street 7 Sta 4+50 R/S Duban Street 8 Sta 1+50 R/S Duncan Street 9 Sta 5+50 L/S Duncan Street 129.1 129.1 134.7 125.1 128.5 130.2 Class A PROJECT NO.: 71-72-046 CLIENT NO. : 66 TEST DATE 5/10/88 LAB NO. SH880716 MAX. 126.1 126.1 126.1 126.1 126.1 126.1 126.1 126.1 126.1 COMP 102.5 103.1 99.4 102.4 102.4 106.8 99.2 101.9 103.3 Technician: R.Plemmons Remarks:THE ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 98% OF.MX' r"Y7EP1S_ITY. 0+0 is at Barber Street for Aldea. 0+0 is at Bristol for Duban & Duncan. RespectfulJ�y Submitted; ATEC Asy016sates, Inc John Y ar l' e P° pl; Vice Pr.esident.,�.. Corporate Office: i�rnar+anni r, P . • °' Offices: Cincinnati OH Raleigh, NC Affiliates: AT,r��n:aue AK Daum T> Griffith. IN Longmont. CO Salisbury. MD GA Davkm OH Huntsville, AL Lousiville, KY Savannah. GA ^" D.^nvr ,_0 Indianapolis. IN Miami. FL Toledo. OH a FI Wav!�e, IN Jacksonville FL Montgomery, AL Washington, DC ,,{- Gerthciburq, MD Lexington KY Nashville, TN West Palm Beach. FL Nr"'r '• ATEC Associates, Inc. l�i:I Carov:r �;roeE S[ VV w;. P,)y Florio, 3250`-, ,'iii) ,2»-1' 733 REPORT of IN-PLACE ASPHALT DENSITY TESTS PROJECT: Sebastian Highlands Unit #17 CLIENT : General Development Corp. TEST METHOD : ASTM D-2922 WORK RELEASE: 3871-04 FIELD TEST DATA SPECIFIED MINIMUM PERCENT COMPACTION 98.0 %. Class A PROJECT NO.: 71-72-046 CLIENT NO. 66 TEST DATE 5/11/88 LAB NO. SH880726 TEST LOCATION DENSITY (PCF) % NO. FIELD MAX. COMP 1 50' E of W end of pavement 129.7 126.1 101.4 Alhambra L/S 2 450' E of W end of pavement 123.4 126.1 97.9 Alhambra R/S 3 850' E of W end of pavement 128.8 126.1 102.1 Alhambra • 4 50' N C/L of Alhambra on 127.5 126.1 101.1 Bristol Drive L/S 5 450' N of Alhambra on 130.2 126.1 103.3 Bristol Drive R/S 6 850' N of Alhambra on 127.6 126.1 101.2 Bristol Drive C/L 7 1250' N of Alhambra on 124.1 126.1 98.4 Bristol Drive L/S 8 1450' N of Alhambra on 132.2 126.1 104.8 Bristol Drive R/S 9 1850' N of Alhambra on 126.3 126.1 100.2 Bristol Drive C/L 10 2050' N of Alhambra on 128.5 126.1 101.9 Bristol Drive L/S Technician: R.Plemmons Remarks:THE ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 98%,'6P MAX:,XE1SITY. y p ResFtf7KtNlX ,''SUbm1t ATEC`'s'c}aes, _Ic. 4 Vice'Pret; dent - Offices: Cincinnati OH Corporate Office: "ti a^, nut,;: r; ^' Raleigh, NC Ancrinrage. AK Dallas TX Griffith. IN Longmont. CO Salisbury. MD - Affiliates: AlJanta. GA Davlon OH Huntsville, AL Louslville, KY Savannah, GA Hi 111.710 o I,- Daniel CO Indianapolis. IN Miami, FL Toledo. OH ;i"""• ;snn,ingharn A; Ft vvavne. IN Jacksonville FL Montgomery AL Washington. DG d r.. "' `• r �::anv !.. Gaitrir•rhurg, MD Lexington. KY Nashville. TN West Palm Beach. FL - ►TEC Associates, Inc. VV1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 REPORT Class A • .-i• ;w,' - 1r- of OfflCe$: Page 1 of 2 IN-PLACE ASPHALT DENSITY TESTS Raleigh. NC PROJECT: Sebastian Highlands Unit #17 PROJECT NO.: 71-72-046 CLIENT : General Development Corp. CLIENT NO. 66 TEST METHOD : ASTM D-2922 Savannah. GA �'"���"•" �� TEST DATE 5/12/88 WORK RELEASE: 3871-04 Miami, FL LAB NO. SH880737 F! Wavne. IN FIELD TEST DATA Montgomery, AL Washington. DC ��'• -' • SPECIFIED MINIMUM PERCENT COMPACTION 98.0 °o. Gat;herru, q. MD Lexington KY TEST LOCATION DENSITY (PCF) % N0. FIELD MAX. COMP 1 Arcadia 50' W of W 128.8 126.1 102.1 end of pavement C/L 2 Arcadia 450' W of W 126.2 126.1 100.1 end of pavement L/S 3 Arcadia 850' W of W 126.7 126.1 100.5 end of pavement R/S •4 Arcadia 1250' W of W 130.6 126.1 103.6 end of pavement C/L 5 Arcadia 1450' W of W 129.8 126.1 102.9 end of pavement L/S 6 Tracy Dr 50' N of 128.5 126.1 101.9 edge of Arcadia R/S 7 Tracy Dr 450' N of 125.0 126.1 99.1 edge of Arcadia C/L 8 Tracy Dr 850' N of 125.1 126.1 99.2 edge of Arcadia L/S 9 Keystone Dr 50' N of 123.6 126.1 98.0 edge of Arcadia R/S 10 Keystone Dr 450' N of 131.3 126.1 104.1 edge of Arcadia C/L 11 Keystone Dr 850' N of 125.6 126.1 99.6 edge of Arcadia L/S 12 Keystone Dr 1250' N of 126.4 100.2 edge of Arcadia R/S Corporate Office: �'- • .-i• ;w,' - 1r- OfflCe$: C:nClnnat{ OH Raleigh. NC AnU!oragr AK Dallas TX Gr,tthth. IN Longmont, CO Salisbury. MD Affiliates: At,rir r (iA Davton OH Huntsville. AL Lousiville. KY Savannah. GA �'"���"•" �� ti;ut�nuui• pit!-' D^nvei. CO Indianapolis, IN Miami, FL Toledo. OH �''"•"'• ;ir:.�nryha, A, F! Wavne. IN Jacksonville. FL Montgomery, AL Washington. DC ��'• -' • a u ! Gat;herru, q. MD Lexington KY Nashville. TN West Palm Beach. FL ATEC Associates, Inc. V 1779 Canova Street, S_E PnIm Bay, Florida 32909 (407) 724-1273 • REPORT of IN-PLACE ASPHALT DENSITY TESTS PROJECT: Sebastian Highlands Unit #17 CLIENT : General Development Corp. TEST METHOD : ASTM D-2922 WORK RELEASE: 3871-04 FIELD TEST DATA Class A Page 2 of 2 PROJECT NO CLIENT NO. TEST DATE LAB NO. 71-72-046 66 5/11/88 PM880737 SPECIFIED MINIMUM PERCENT COMPACTION 98.0 %. TEST LOCATION DENSITY (PCF) % NO. FIELD MAX. COMP 13 Stratton Ave. 50' W of W 126.1 126.1 100.0 edge of Bristol L/S 14 Stratton Ave. 450' W of W 127.2 126.1 100.9 edge of Bristol R/S 15 Stratton Ave. 850' W of W 124.8 126.1 99.0 edge of Bristol C/L �6 Stratton Ave. 1250' W of W 124.3 126.1 98.6 edge of Bristol L/S 17 Miller Dr 50' S of N 127.7 126.1 101.3 end of pavement R/S 18 Miller Dr 450' S of N 127.2 126.1 100.9 end of pavement C/L 19 Miller Dr 850' S of N 126.8 126.1 100.6 end of pavement L/S 20 Miller Dr 1250' S of N 126.5 126.1 100.3 end of pavement R/S 21 Miller Dr 1650' S of N 123.9 126.1 98.3 end of pavement C/L 22 Miller Dr 2050' S of N 127.7 126.1 101.3 end of pavement L/S 23 Eirtle Ct 100' S of N 128.7 126.1 102.1 end of pavement R/S Technician: R.Plemmons Remarks:THE ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 98% OF X_ DENSI,Z''<•. Respectflzfi'lx .Submitter ;' ATEC As aci.ates:, Inc . John W ; Ha '111 P', E Vice Prsident -- ,f Offices: Cincinnati OH Corporate Office: Raleigh, INC Afliliai4s;_ ^�'1•y Ancriorage AK Dallas TX Griffoh. IN Longmont. CO Salisbury. MD "'''+" �Y' ^ ' Atr,;nta (-;A Davton OH EiI7^nvw CO Huntsville, AL Lousrville, KY Indianapolis, IN Miami. FL Savannah, GA Toledc.OH •�`-'� v` �''�'f''�'w•G aC9�'L° Wavne. INJacksonville. FL Montgomery. AL Washington. DC "''-'• +ne !. Ga'therhurq, MD Lex ngton. KY Nashville, TN West Palm Beach. FL