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Brighton Manor-LR040511
Constructkm Materials qi~sting 10044 Monroe Drive Dallas, %xas 75229 (2141 352-6957 Fax (2141 352-6972 www .texascmt.com REPORT OF CONCRETE MIX OBSERVATION Report Dale: May I I, 2004 Ilalc Ctmc~elc Placed: May 4, 2004 Client: Street Ct~stOll! [ [omes Project: Brighton Manor Cnncrcte Supplier and Planl: EM(? fl7 Location ,ff Ph,ccn*cnt: Inlet walls Sm{lard 6"x 12" Area 28.27 Square Inches Concrete Report No.: 2 Project No.: 204-0126 MATERIAI.S s ........ m. ,,.,~1, w,~ OBSERVATION I)ATA 4,200 BM 5 7 (15/I 1/04 117,180 4,15~/~ BM 6 1 ½" 28 06/01/04 l/M 7 28 06/01/04 BM 8 l I I IOLD Remarks and/or Dish ibulion: Construction Materials Testing Texas CMT, IBC 10044 Mot, roe Drive Dallas, ']bxas 75229 (214) t52-6957 Fax (214) 352-6972 www .texascmt.com REPORT OF 1N-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 4 {204-0126) Mdhod: ASTM D2922 D3017 D698 Page I of 2 Client: Slreel I|olne~ Material Descriptitm Maxinmm Oplimum Dry Moisture I'rojcct: Brighton Manor (Lbs/CuFt) Percent Tesl I )ate: May 7, 2004 I. Oll,e (;ray Sandy Clay 103.9 19.0 Rcpolt Dale: May I 1, 2004 4. Light Ilro~n ('lay 93.9 24.0 5. Yellowlsh Orange Cla)ey Saint 120.2 I 1.3 Required Density (%): {Min. 95% Required Moistulc (%): ()ill. N~ (Lbs/CuFt) Confetti (%) 3 8 w cfi c-2 bcl wg de-Iltod£t. 07 6" 97.1 24.5/01.3 3 8" walcr line - l' below glade - } Iood CL 68 96.2 25.8 r 100.3 3 8" sewer line - 2' below grade - I lood Dr. 69 Stalion I +50 99.0 24.0 103.2 3 8" sewer line - I' below glade - Hood Dr. 70 Station I ~ 50 99.2 24. I 103.5 4 8" sewer line - 2' below grade - }lood Dr ...... 71 6" Slation 3-{ 60 ~ ~[ 90. I 25.8 95.9 4 8" sewer line - I' below grade - Hood Dr. 72 Station 3+60 ,~ 90.5 24.3 96.3 6"~ ~ 2 8" water line - Final - Duncan Dr. J 73 Stalion 7+50 112.6 14.5 .7 Test i'esulls meet re'elect sE}cci TEXAS CMT, INC. I)ALLAS, TEXAS 1214) 352-6957 REPORT OF 1N-PLACE DENSITY AND MOISTURE OF SOIL Density P. cport No. 4 {204-0126) Mcthod: ASTM D2922 D3017 D698 Pas¢ 2 of 2 Projecl: Bri.ghton Manor 1Lbs/CaF0 Pcment Rcpo~ I I)ate: },la). 1 I, 21104 4. I,i~h~ II, m,n Clay 93.9 24.0 Required I)cnsity (%): Min. 95% P, cquilcd Moislure (%): Oi)1. No (Lbs/CuF0 Conlent (%) 2 8" water linc - 2' below grade - Duncan I)r. 14.9 74 6" Stalion 7~50 104.9 ~' 89.2 Test results meet project specifications [~ ~, Mr. Larry Davis - Cily of Coppell