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Park Meadow-LR 860327SAN ANTONtC~ DALLAS FORT WORTH TEXAS TESTING LABORATORIES INC. Report of: In Place Density Tests Utilizing Nuclear Gauge For: Austin Paving ~y Proj ec t: Meadow Park II P-7597 Samples: Taken by a representative of Texas Testing Laboratories, Inc. on 3-27-86 · Test Percent Percent of No. Hol sture Or), Oensl ty Locations 1 17.3 95.8 Sta.# 1 + 2 17.2' 96.1 Sta.# 3 + 3 21.0 96.7 Sta. #18 + 4 20.8 97.5 Sta. #20 + 5 20.5 96.1 Sta.# 1 + 6 21.6 96.4 Sta.# 3 + 7 20.7 96.3 Sta.# 6 + 8 20.5 95.8 Sta.# 8 + 9 19.9 96.7 Sta.# 0 + 10 19.8 96.5 Sta. # 3 + 11 20.5 96.2 Sta.# 5 + 12 24.8 93.8 Sta. # 1 + 13 24.9 94.1 Sta.# 4 + O0 Moore Road, Left 50 " " right 00 Park View Place 50 " " " 00 Alley 5 50 " " 00 " " 50 " " 50 Alley 4 00 " " 50 " " 5o A~ley s-4 00 " " Proctor Used: Maximum DryDensity: OptimumMoisture : Ma~DryDensity: Optimum Moisture : 101.2#/c.f. Dark brownclayw/lime (Nos. 1 & 2) 19.8% 108.7#/c.f. Brcwn clay & limestone w/lime (Nos. 3 16.4% through 13) 2-Austin Paving Co. 2-Ginn, Inc. Lab No. 86-7597-32-14 Respectfully suhnitted, SAN ANTONIO D~LLA$ TE (AS TESTING LABORATORIES, INC. Chemists and Engineers Report of: For: Project: Samples: Location: Gradations of Lim~ Stabilized Soil Austin Paving Cc~pany Meadc~Park II P-7597 Taken by a representative of Texas Testing Laboratories, Inc. on 3-27-86 1 2 3 4 5 6 7 8 9 % Passing # 4 Sieve Location 65.0 Sta.~ 0 + 50 Alley 7 62.7 Sra.# 3 + 50 " " 62.8 Sta.# 6 + 50 " " 63.5 Sta.# 9 + 50 " " 64.2 Sta.# 1 + 00 Alley B-6 63.9 Sta.# 0 + 50 Alley C-6 64.5 Sta.# 3 + 50 " " 64.0 Sta.# 0 + 50 Alley A-6 64.2 Sta.# 3 + 50 " " Re ..spectfully suk~it~, 2-AustinPaving Co. 2-Ginn Inc. 86-7597-32-15 1526 S. GOOD*LATIMER EXP. I P. O. BOX 2144 1 DALLAS, TEXAS 75221 I AC 214 428.7481 I METRO 263-7135 SAN Ai-~TONIO. FORT WOITrH TEXAS TESTING LABORATORIES INC. Report of: In Place Density Tests Utilizing Nuclear Gauge For: Austin Paving Cc~pany Project: Mead~ Park II P-7597 Samples: Taken by a representative of Texas Testing Laboratories, Inc. on 3-27-86 · Test Percent Percent of No. Hoisture Dry Density Locations 1 17.3 95.8 sra.# 1 + 2 17.2' 96.1 Sta.# 3 + 3 21.0 96.7 Sta. #18 + 4 20.8 97.5 sra. #20 + 5 20.5 96.1 Sta.# 1 + 6 21.6 96.4 Sta.# 3 + 7 20.7 96.3 Sta.# 6 + 8 20.5 95.8 Sta.# 8 + 9 19.9 96.7 Sta.# 0 + 10 19.8 96.5 Sta. # 3 + 11 20.5 96.2 Sta.# 5 + 12 24.8 93.8 sra.# 1 + 13 24.9 94.1 Sta.# 4 + 00 Moore ~oad, Left ~etake 50 " " right " 00 Park View Place 50 " " " 00 Alley 5 50 " " 00 " " 50 " " 50 Alley 4 00 " " 50 " " 50 Alley S-4 00 " " Proctor Used: Maximum Dry Density: Optinam~ Moisture : Maximum Dry Density: Opt/aun Moisture : 101.2#/c.f. Dark~clayw/]~me (Nos. 1 & 2) 19.8% 108.7#/c.f. Brown clay & limestone w/lime (Nos. 16.4% through 13) 2-Austin Paving Co. 2-Ginn, Inc. Lab No. 86-7597-32-14 Respectfully suhnitted, 1111~ t, ~T'~a~T~)'LATIMEI~ IXI~' ! P~ O. lOX ~144 / DALI. Al, TIXA~ ?~1 I AC ~14 4~11.74el [SAN AN TONiO DALLAS TE (AS TESTING LABORATORIES, INC. Chemists and Engineers FO~ V~H R~port of: For: Project: Samples: Location: Gradations of Lime St_~bilized Soil Austin Paving Ccmpany M~adc~ Park II P-7597 Taken by a representative of Texas Testing Laboratories, Inc. on 3-27-86 Sample 1 2 3 4 5 6 7 8 9 % Passing #4 Sieve Location 65.0 Sta.# 0 + 50 Alley 7 62.7 Sta.# 3 + 50 " " 62.8 Sta.# 6 + 50 " " 63.5 Sta.# 9 + 50 " " 64.2 Sta.# 1 + 00 Alley B-6 63.9 Sta.# 0 + 50 Alley C-6 64.5 Sta.# 3 + 50 " " 64.0 Sta.# 0 + 50 Alley A-6 64.2 Sta.# 3 + 50 " " Re ~spectfully sukm%itted, 2-Austin Paving 2-Ginn Inc. 86-7597-32-15 1526 S. GOOD.LATIMER EXP. I P. O. BOX 2144 I DALLAS, TEXAS 75221 I AC 214 428-7481 I METRO 263-7133