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HomeMy WebLinkAboutReport Density Of Soil In Place 11-12-99FRASER ENGINEERING AND TESTING, INC. 3504 INDUSTRIAL 33rd STREET' FORT PIERCE * FLORIDA' 34946 VERO BEACH (561) 567-6167 FORT PIERCE (561) 461-75M STUART (561) 283-7711 FT. PIERCE 1-800-233-9011 Report or 4 DENSITY OF SOIL IN PLACE ASTM D2922 CLIENT: Richard K. Davis Construction Corp. CONTRACTOR: Carlton SITE: Harpetco Stemwall Backfill Date: 10/28/99 Permit #4 DENSITY TEST DATE MOISTURE -DENSITY -RELATIONSHIP IN PLACE DRY - PERCENT TEST 'MAX. No. TESTED LOCATION ELEVATION NO. DRY WT.' DENSITY COMPACTION 679 11/2/99 Map Location 1 0-11 678 112.7' 108.6 96.4 680 /90 1-2' 108.8 96.5 681 2 - 3' 110.9 98.4 682 10/28/99 3. 4' 109.8 97.4 683 11/2/99 Map Location 2. 0-11 110.1 97.7 684 ll/l/99 I - 2' 108.7 96.5 685 2 - 3' 110.7 98.2 686 .10/28199 3 - 4' 111.1 98.6 687 .11/2/99 Map Location 3 0-1.1 108.4 96.2 688 II/l/99 1 -,2' 107.1 95.0 689 2 - 3' 110.9 98.4 690. 10/28/99 3 - 4' 108.2 96.0 ALL ELEVATIONS BELOW SLAB GRADE 'Copies: Client - 2 - Client Fax - 465-7665 SLC Bldg. Dept. - I NOV 12 1999 -St. Lucie County Public_Wbrks,j Respectfully. submitted;` FRASER ENC RING AND ITSIFING INC. lexandet P.E. Fla.'Reg: 1,,TO. 16178 GEOTECHNICAL ENGINEERING FOUNDATION.INVESTIGATIONS CONCRETE. SOIL AND ASPHALT TESTING. FRASER 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: Richard K. Davis Construction Corp. Date: 10/28/99 CONTRACTOR: Carlton Permit #: 99-070252 SITE: Harpetco Stemwall Backfill DENSITY TEST DATE MOISTURE_DENSITY RELATIONSHIP IN PLACE DRY PERCENT. " TEST MAX. NO: TESTED LOCATION ELEVATION NO. DRY WT. DENSITY • COMPACTION 691 11/2/99 Map Location 4 0 - 1' 678 .11.2.7 111.2 98.7 692 11/l/99. 1 - 2' 108.5. 96.3 693 2 - 3' 110.8 98.3 694 10/28/99 3 - 4' 108.7 96.5 695 11/2/99 Map Location 5 0 -•1' 109.7 97.3 696 .11/1199 1 - 2' 109.0 96.7 697. 11/2199 Map Location 6 0 - 1' 110.2 . 97.8 698 11/1/99 1 - 2' 107.6 95.5 .699 11/2/99 - Map Location 7 0 - 1' 109.8 97.4 700 11/1/99 1-2' 108.3 96.1 ALL ELEVATIONS BELOW SLAB GRADE Copies: Client - 2 - Respectfully �. Client Fax - 465-7665 = , SLC Bldg. Dept. - 1 FRASER ENG ; ERING AND,TESTING, INC. .�; Alexandet,H:'Fi4ier;.P.g.'Fla: R'eg.'Nb 1'6178 •o - GEOTECHNICALENGINEERING FOUNDATION INVESTIGATIONS CONCRETE. SOIL. AND ASPHALTTESTING v FRASER ' . ENGINEERING AND TESTING, INC.. Geotechnicar Enprieerig o nmshob hapection o Cms&ucbon Materiels Tes&V Settlement hwsagabons o ResxbnbW Testing o EnvronmentW Audis EX I N L3� D r= ATE rn WALL. i5 n L li-L FRASER ENGINEERINGAND 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 s CLIENT: Richard K. Davis Construction Corp. Date: 11/8/99 CONTRACTOR: Carlton Permit #: 99-070252 SITE: Harpetco Stemwall Backfill . DENSITY TEST DATE rAoisTURE-DENSrrY RELATIONSHIP IN PLACE DRY -PERCENT TEST MAX: NO. TESTED LOCATION ELEVATION NO. -DRY WT. DENSITY COMPACTION 701 .11/8/99 Map Location I 0 - 1' 678 112.7 108.6 ., 96.3 702 1 - 2' 108.5 96.2 703 2 - 3' 108.2 96.0 704 3 - 4' ' 108.4 96.1 705 Map Location 12 0 - 1' 108.5 96.2 .706 1 - 2' 107.9 95.7 707 2 - 3' 107.9 95.7 708 3 - 4' 108.2 96.0. 709 Map Location 13 0 - 1' . 107.4 -95.2 ALL ELEVATIONS BELOW SLAB- GRADE ^ Copies: Client - 2 Client Fax - 465-7665 - SLC Bldg. Dept. - 1 Respectfully sub., ' ted, FRASER ENOd ERING:A�D G, INC. 1�. C f „1 'AlexanderrP:*Fraser;;',Ah"'' '1 d 16178 • �: r' ,•eo �ir' o00 �,r GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE. SOIL, AND ASPHALT TESTING A FRASER ENGINEERING AND TESTING, INC. C,eotechnkd EngrmwM o ThmstW kmpecbon o ConOuction Materials Testing Setdam a lmms6gations o ResldentW Testing o EnvionmentalAudds w �Z4 1::C•J5:^a' me J.'e£C c P .:r_e 7:sr =2 z� FRASER ENGINEERING AND TESTING, INC. 3504INDUSTRIAL 33rd STREET' FORT PIERCE' FLORIDA' 34946 VERO BEACH (661) 567-6167 FORT PIERCE (561) 461-7508 STUART (561) 283-7711 FT. PIERCE 1-8D0.233-9011 Report of DENSITY OF SOIL IN PLACE ASTM D2922 R CLIENT: Richard K. Davis Construction Corp. "Date: 11/8/99 CONTRACTOR: Carlton Permit #: 99-.070252 SITE: Harpetco Stemwall Backf ll DENSITY TEST DATE MOISTURE -DENSITY RELATIONSHIP IN PLACE DRY PERCENT TEST MAX. NO. TESTED LOCATION ELEVATION NO. DRY WT. DENSITY COMPACTION 710 11/8/99 Map Location 8 0 - P 678 112.7 108,8 96.5 711 1 - 2'.. 108.4 96.1 712 2 - 3' 108.6 96.3 713 3.- 4' 108.1 95.9 714 Map Location 9 0. - 1'. 107.8 95.6 715 1 - 2' 108.4 96.1 716 .2-3' 108.5 96.2. 717 .3 - 4' 109:0 96.7 718 Map Location 10 0 - 1' 108.2' 96.8 719 1 - 2' . 108.9 56.6 720 2 - 3' 109A 96.8 121 .3 -.4' 1091 96.8 ALL ELEVATIONS BELOW SLAB GRADE Copies: Client - 2 Res ectfullY fed, . - P ~, Client Fax - 465-7665 SLC Bldg. Dept. - 1 FRASER FNf G �RIN1'A&D'.TE-STING,.INC. �- r I �� i• Alexarider�TFr�srx P. Fla.' Re°� No/16178 e GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE. SOIL, AND ASPHALT TESTING t-../ YRASER ENGINEERING AND 'TESTING, INC. 3504 INDUSTRIAL 33RD STREET FORT PIERCE, FLORIDA 34946 VERO BEACH (561) 567-6167 FORT PIERCE (561) 461-7598 "' STUART (561) 283-7711 FT. PIERCE 1-800-233-9011. Report . of MOISTURE DENSITY RELATIONSHIP t s; ASTM D-1557 • CLIENT: Richard K. Davis Construction Corp. DATE: 10/29/99 CONTRACTOR: Carlton ! SITE: Harpetco Stemwall Backfill P.C.F. Dry Weigh 8 10 12 14 Moisture of Dry Weight Test No. Test. Method Sample Location Optimum Moisture % Max. Dry Density- P.C.F. Soil Description 678 B Composite 103' 112.7 Dark brown, slightly silty, fine sand. Respectfully submitted, _ FRASER ENGIZ�EERJNQ AND VESTING, INC. w If tip.. �,.•' '•. � f f-••^, .i_ % ✓' AlexanderjH- Fruseis P:E:, Florida Reg To. 16178 GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE. SOIL AND ASPHALT TESTING