Loading...
Magnolia Park-LR 980804FUGRO SOUTH, INC. FIELD DENSITY REPORT evkgo Lane; 484-8301; CUENT: Eastern Developer REPOI PROJECT: Magnolia P~k, Copp~, Tex~ PR MOISTURE/DENSITY RELATION8 838 1 839 1 840 I 841 I 842 I 843 I TF..~T PIM:)CTOR UNIT DRY MOm1 NO. NO. ~ ~1 837 1 10 inch sanitary sewer, Une G, station 107.4 16. 2+50, 5 feet below grade 10 inch sanitary sewer, Une G, station 108.9 3+00, 3 feet below grade 10 inch sanitary sewer, Line G, station 105.5 3+50, 2 fest below grade 10 inch sanitary sewer, Line G, station 107.5 4+00, 1 foot below grade 10 inch sanitary sewer, Line G, station 106.4 5+00, 5 feet below grade 10 inch sanitary sewer, Line G, station 106.0 5+50, 3 feet below grade 10 inch sanitary sewer, Une G, station 106.8 6+00, 2 feet below grade 10 inch sanitary sewer, Line G, station 106.1 6+50, 1 foot below grade All densities meet project specifications unless olherwise noted. 844 I Dabs, Texal 75229 Fax (972) e20-7328 DATE: August 4, 1998 OJ~T NO.: 0771-2112 Remarks: Bud Cooper Fugro South Technician SMHImv Distribution: blaterlal Proqtor Results [:)Ncdptlon Mlxlmum [ky ~1 (pod') Optimum Moisture (%) Dark gray and medium brown very silty clay 110.3 16.0 TEST RESULTS lOCATION Eastern Development - Preston Skaggs City of Coppell - Larry Davis -~ Metro-Plex Excavating - Paul Bosco 16, 17. 16 18¸ 18¸ 18 17 FUGRO SOUTH, INC, Checked by: URE PERCENT OF )IRCENT MAXIMUM DENSITY 8 97.4 0 98.7 9 95.6 9 97.5 6 96.5 2 96.1 8 96.8 4 96.2 FUGRO SOUTH, INC. 288 Ph (; COMPRESSIVE STRENGTH OF CONCRETE CLIENT: Eastern Development PROJECT: Magno,,, Park. Coppe,, Texas Repot CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): 101 CONCRETE TEMP. ('F) ¢An'm C.IN~): 95 TIME BATCHED: 3:00 TIME SAMPLED: 3:15 WEATHER CONDITION: Sunny LOCATION OF PLACEMENT: Paving: Site Concrete CONCRETE SUPPLIER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) ¢nm~ c-,~1!: WATER ADI~_D (gm): 8LUMP (in.) (Agnll Ct.) Nntches Trace, stMion 18+00 3 Vireo Lan~; [~1~, T~M 75229 72) 48~-~101: F~x (972) ~0.732~ EPORT Date: Au~m ~, ~e8 ~ject No.: 0771-2112 On Site Plant 5 0 4 1/2 Pompey McGee FUGRO SOUTH, INC. Eastern Development - Preston Skaggs City of Coppell - Larry Davis Metro-Plex Excavating - Paul Bosco SMH/rm Distdbuflon: TechnicMn: REMARKS: Untt WetgM: 150.1 IbsJcu. ff. TOTAL COUP~ RI~QUIRED COMPRE.181VE CYLINDER AGE DATE LOAD STRP. NGTH / STRENGTH NUMBER, (dlyl) TESTED. , ( } , (Fid) , , , ,(,1~Ii) MPC: 48 28 08/10/98 , 2228 MPC 47 28 , (~,,10/95 MPC 48 Hold ' ~ : i Fr'K~uro m;odoi~ (^) ~ oe,wWm FUGRO SOUTH, INC. CLIENT: PROJECT: Number TEST NO. 845 847 848 849 851 852 853 854 855 856 857 FIELD DENSITY REPORT Eastern Derek)proem REPOI Magnolia ~ Coppetl, Texas PI; MOISTURE/DENSITY RELATIONS Material Proc Deec.p. on M.xSmum my Den.~ Tan sandy clay mixed with some light brown clay 96.0 TEST RESULTS PRoc'roR LOCATION UNIT DRY MOI~I NO. WEIGHT CON'I'~NT ~ I 10 inch sanitary sewer, Line G, station 94.4 24 7+50, 4 feet below grade 1 10 inch sanitary sewer, Line G, station 94.6 23 8+50, 3 feet below grade 1 10 inch senita~ sewer, Line G, station 92.3 27 9+20, 2 feet below grade 1 10 inch sanitary sewer, Line G, station 93.2 24 9+50, 1 foot below grade 1 10 inch sanitary sewer, Line G, station 93.1 25 10+50, 3 feet below grade 1 10 inch sanitary sewer, Line G, station 92.6 24. 11+00, 2 feet below grade 1 10 inch sanitary sewer, Line G, station 91.9 25. 11+50, I foot below grade 1 10 inch sanitary sewer, Line G, station 92.4 24. 12+50, 3 foo~ below grade I 10 inch sanitary sewer, Line G, station 91.4 26 13+00, 2 feet below grade 1 10 inch sanitmy sewer, Une G, station 92.6 24 13+50, I foot below grade I 10 inch sanitary sewer, Line G, station 92.3 25 14+00, 4 feet below grade I 10 inch sanitary sewer, Line G, station 91.6 24 14+50, 3 feet below grade I 10 inch sanitary sewer, Line G, station 93.1 25 15+00, 2 feet below grade I0 Virgo L,ane; Oilll, Te~ll 75229 )/2),184,4301; Fa~ (972) 620.7326 tT DATE: August 4, 1998 ',OJECT NO.: 0771-2112 Page I (.md) Optimum Moi~um (%) 23.5 4 g8.3 4 98.5 I 96.1 3 97.1 6 97.0 5 96.5 7 95.7 1 96.3 8 95.2 0 96.5 2 96.1 9 95.4 9 97.0 FUGRO SOUTH, INC. CUENT: PROJECT: FIELD DENSITY REPORT Eastern Development Magnolia Park, Coppell, Texas REPel Pr TEST FI~CTO~ NO. NO. 858 1 Remarks: TEST RESULTS W~IGHT CONTENT 10 inch sanity/sewer, Une G, station 15+50, 1 foot below grade 92.1 25 All densities meet project specifications unless otherwise noted. Bud Cooper Fugro South Technician SMHImv Distribution: Eastern Development- Preston Skaggs City of Coppell - Larry Davis Metro-Plex Excavating - Paul Bosco FUGRO SOUTH, INC. ~ Virgo Lam; DMM, TexM TSZ29 :972) 484-8301; F~x (9'/2) 820.1328 ~,T DATE: .,),ugu~t 4, 1998 reJECT NO.: 0TT1-2112 Page2 .6 95.9