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CT 00-06; BRESSI RANCH; PARTICLE SIZE ANALYSIS OF AGGREGATE BASE WITH SAND EQUIVALENT; 2005-08-18
(e5 Ak PARTICLE SIZE ANALYSIS of AGGREGATE BASE WITH Leighton and Associates, Inc. SAND EQUIVALENT ASTM C 136 I ASTM I) 2419 Project Name: BRESSI RANCH Tested By: RGO Date: 8/18/05 Project No.: 971009-01 6 Checked By: PRO Date: 8/!05 Location: GATEWAY, STA. 13+50 Depth (ft.): Sample No.: 8-10-05(1) Visual Sample Description: (GW-GM)s, BROWN WELL GRADED GRAVEL WITH SILT AND SAND Moisture Content of Total Air - Dry Soil Container No A Wt of Air Dry Soil + Cont (gm) 301 1 Wt. of Air Dry SoiI+Cont.(gm.) i 6179.3 !,Wt. of Dry Soil + Cont. (gm.) Wt of Container (gm) 0.0 _!Wt. of Container No_R__ (gm) 1124 Dry Wt. of Soil (gm:) -- 5987.7 Moisture Content (%) 3.2 GRAVEL: 46 % SAND: . 46% FINES: 8 % GRP. SYMBOL: . GW-GMs Cu = D60/D10 41.3 SOIL TYPE: CLASS II Cc =(D30)s/(D60*D10) 2.1 Remarks: mlyl Start Time ] Shake and Irrigate Begin Settlement i Take Readings Fines Sand S. E. 142 - 152 —I L -- '3 - -i -37 Ye 144 154 156 216 87 30 35 I -- - Rev. 08.04 Percent Weight (g) - - Retained .00,0.0 21053 :' 34.1 -3363 5 54.5 122 86.0 .101 'I93.0 -. Percent Passi 100 99 66 45 14 7 2" 50.000 1 1/2" 37.500 3/4" 19.000 3/8" 9.500 #4 4.750 #30 0.600 #200 0.075 35-60 - Yc 10-30 PARTICLE SIZE ANALYSIS of AGGREGATE BASE WITH Leighton and Associates, Inc. SAND EQUIVALENT ASTMC]36/ASTVlD2419 Project Name: BRESSI RANCH Tested By: JMD Date: 8/18/05 Project No.: 971009-016 Checked By: PRC Date: 8/19/05 Location: GATEWAY, STA. 14+00 Depth (ft.): Sample No.: 8-10-05(2) Visual Sample Description: (GW-GM)s, BROWN WELL GRADED GRAVEL WITH SILT AND SAND Moisture Content of Total Air - Dry Soil Container No.: A ..._.jWt. of Air-Dry Soil + Cont. (gm.) 256.7 - Wt. of Air Dry Soil-i-Cont.(gm.) 6407.5 'Wt. of Dry Soil + Cont. (gm.) 2502 Wt. of Container (gm.) 0.0 Iwt. of Container No. (gm.) _E__ 84.8 Dry Wt. of Soil (gm.) 6167.0 Moisture Content (%) - 3.9 Container No. - W. of Dry Soil + Container (gm.) 225.0 After Wet Sieve Wt: of Container (gm.) L- 848.. Dry Wt. of Soil Retained on #200 Sieve (gm.) 140.2 U. S. Sieve Size . - - ---- ---------- --- --- - Cumulative Dry Soil Retained Percent Passing (in.) (mm.) PAN GRAVEL: SAND: FINES: GRP. SYMBOL SOIL TYPE:. Remarks: 55% 38% 0/ 7 I /0 (GW-GM)s CLASS II Cu=DSO/D1O 26.7 Cc = (D30)2/(D60*D10) 1.7 min 5E Z s- T-1 —..----. -i--. i AVERAGE S. Start Time Shake and Irrigate Begin Settlement Take Readings 1 Fines li Sand S. E. -156 - 158 -218 - 78 30 39--37 1:48 1:58 2:00 2:20 86 2.9 34 Rev. 08-04 C(. Percent 100 99 67 #4 #30 #200 48 15 8 Percent Weight (g) Retained 50.000 723 - ,. -1.2 9.500 1921 R. - .1 32.6 4.750 3071 C 52.1 0.600 I. 1_ 2 ,- 85.0 0.075 - L. 'F7- ;1.+ -92.0 35-60 yes - . ye- PARTICLE SIZE ANALYSIS of AGGREGATE BASE WITH Leighton and Associates, Inc. SAND EQUIVALENT I.STMC 136/AS1'M 92419 Project Name: BRESSI RANCH Tested By: RGO Date: 8/18/05 Project No.: 971009-016 Checked By: PRO Date: 8/19/05 Location: GATEWAY, STA. 14+50 Depth (ft.): Sample No.: 8-10-05(3) Visual Sample Description: (GW-GM)s, BROWN WELL GRADED GRAVEL.WITH SILT AND SAND Moisture Content of Total Air - Dry Soil Container No A Wt of Air Dry Soil + Cont (gm.) 419 7 Wt. of Air Dry Soil+Cont.(gm.) 60.76.4 IWt. of Dry Soil + Cont. (gm.) : 4140 Wt. of Container (gm.) ,0.0IWt. of Container No. _AP_.(gm.) 20.7 Dry Wt. of Soil (gm.) 5893.7 _Moisture Content (%) 3.1 Container No. Wt. of Dry Soil + Container (gm.) After Wet Sieve Wt. of Container (gm.) .7 .. 30 , Div Wt. of Soil Retained on #200 Sieve (om.) . 151.9 U. S. Sieve Size - ---------- Cumulative Dry Soil Retained Percent Passing in.) i (mm.) -4tas PAN GRAVEL: SAND: FINES: GRP. SYMBOL SOIL TYPE: Remarks: 52% 40% 0/ o o ío (GW-GM-)s CLASS II Cu=D60/D10 40.0 Cc = (D30)2/(D60*D10) 2.0 VlD1 St 25' r ii_I________L 2 S. E. Start Time Shake and irrigate Begin Settiement I Take Readings 1 Fines Sand i S. E. -- -2.27 2:37 _239259F86_31136 -- 37 229 i 239 241 301 82 31 I 38 Rev. 08-04 PARTICLE SIZE ANALYSES of AGGREGATE BASE WITR MIS Leighton and Associates, Inc. SAND EQUIVALENT ASTMCI36/ASTM D2419 Project Name: BRESSI RANCH Tested By: RGO - Date: 8/18/05 Project No.: 971009-016 Checked By: PRC Date: 8/19/05 Location: GATEWAY, STA. 15+00 Depth (ft.): Sample No.: 8-10-05(4) Visual Sample Description: (GW-GM)s, BROWN WELL GRADED GRAVEL WITH SILT AND SAND Moisture Content of Total Air - Dry Soil - 'Container No.:A Wt of Air Dry Soil + Cont (gm) 29.9.0 Wt of Air Dry Soil+Cont (gm) 6797 2 Wt of Dry Soil + Cont (gm) 292 3 Wt of Container (gm) O0Wt ofContainerNo_S (gm) 1179 Dry Wt. of Soil . (gm.) 6548.4 iMoisture Content (%) 3.8 _J Container No. s:.. After Wet Sieve Wt. of Dry Soil + Container (gm.) - 251.4 Wt. of Container (gm.) . -------- ------117.9 - Dry Wt. of Soil Retained on # 200 Sieve (gm.) 133.5 Ir - - . --------- - U. Sieve Size - Cumulative Dry Soil Retained - -Percent Passing (in.) Specification: Percent Coarse / Fine -- - Weight (g) --Retained -Percent Passing - (%) 2" 50.000 .' 11/2" 37.500 00 HO . 100 3/4" 19.000 491 - 0.7 99 9O-00 3/8 9.500 . 2102 0. 32.1 68 - - #4 4.750 435 7 -52.5 48 - - #30 600 76.0 - 24 i 030 1Yes #200 0.075 -141 .,141 0 -- ._9i0 . 9H Yes PAN ' oesy i rrt O'r4ij Rr 6f GRAVEL: 52 % d v4 Cordr&d COWT Irtc SAND: 39% . FINES: 9% GRP. SYMBOL: (GW-GM)s Cu = D60/D10 90.6 SOIL TYPE: CLASS I! Cc = (D30)2/(060*D10) 1.8 Remarks: - ................. - -. - - —i-------.----i--i--- E -.SE. - AVERAGE 1 [ Start Time Shake and Inigate Begin Settlement Take Readings I Fines Sand S. E. J 2:41 24 -2:43 3:03 - - 24 233 243 245 - 305 115_ 27 - 24 - - Rev. 08-04 PARTICLE SIZE ANALYSTS of AGGREGATE BASE WITH Leighton and Associates, Inc. SAND EQUIVALENT íSTh1 C 136/ASTM 02419 Project Name: BRESSI RANCH Tested By: RGO Date: 8/18/05 Project No.: 971009-016 Checked By: PRO Date: 8/19/05 Location: GATEWAY, STA. 15+50 Depth (ft.): Sample No.: 8-10-05(5), Visual Sample Description: (GW-GM)s, BROWN WELL GRADED GRAVEL WITH SILT AND SAND .........................Moisture Content of Total Air - Dry, Soil Container No.: A Wt. of Air-Dry Soil + Cont. (gm.) 7i.4 jWt. of Air Dry Soil+Cont.(gm.) 5970.7,, IWt. of Dry Soil + Cont. (gm.) 265.3 !Wt. of Container (gm.) L_90._JWt. of Container No _P (gm.) 86 Dry Wt. of Soil (gm.) 5774.4 Moisture Content (%) 3.4 'Container No. .p - After Wet Sieve . Wt. of Dry Soil + Container (gm.)23.4.2 - 'Nt. of Container (gm.) 86.5 IP!iWt. of Soil Retained on # 200 Sieve (gm.) 147.7 Sieve Size Cumulative Dry Soil Retained Percent Passing (in.) Specification: - Percent Coarse / Fine -- .. W&ght(g) Retained - Percent Passing --(%) - 2" 1 50.000 I 1 1/2" 37.500 .. .0.:o . 0.0 100 100 Ye 3/4 - - 19.000 - 929 1.6 98 - 90-100 3/8 9.500 2'3006 . . 1 35.2 65 #4 4.750 - 55.4 . 45 ' 3560 #30 0.600 -- L. - ii 85.0 15 - 10-30 lYei #200 0.075 14 1 - 93.0 7 2-9 PAN - - GRAVEL: 55 %' SAND: 38 % FINES: 7% GRP. SYMBOL: (GW-GM)s Cu = 060/D10. 36.8 SOIL TYPE: CLA'SSII Cc= (D30)2/(D60*D10) 2.2 Remarks: (Vlnq Sic=' 11 T-2 L-3 Ri AVERAGE 1 Start Time I, Shake and Irrigate Begin Settlement , SE. S. E. . Take Readings Fines Sand 135 145 1471207 95 30 132 34 - 137 147 - 149 209 92 32 35 Rev. 08-04 Yv ye 3 PARTICLE SIZE ANALYSIS of AGGREGATE BASE WITH Leighton and Associates, Inc. SAND EQUIVALENT ASThI C 136/ ASTM D 2419 Project Name: BRESSI RANCH Tested By: AJP Date: 8/4/05 Project No.: 971009-016 Checked By: PRC Date: 8/4/05 Location.: GATEWAY EAST SIDE, STA 3+70 Depth (ft.): Sample No.: 07-27-05 (1) Visual Sample Description: (GW-GM)s, BROWN WELL GRADED GRAVEL WITH SILT AND SAND Moisture Content of Total Air - Dry Soil Container No.: A1Wt of Air-Dry Soil + Cont. (gm) 2778 Wt of Air Dry Soil+Cont (gm) L 54854 Wt of Dry Soil + Cont (gm) 272.1 Wt. of Container (gm.) 0.0.. Wt. of Container No. _R_ (gm.) 112.8 Dry Wt. of Soil (gm.) 5294.8 Moisture Content (%) 3.6 Container No I,• After Wet Sieve Wt of Dry Soil + Container (gm) L 243.6 Wt. of Container (gm.) 11:2.8 Dry Wt. of Soil Retained on # 200 Sieve (gm.) 130.8 GRAVEL: SAND: FINES: GRP. SYMBOL: SOIL TYPE: Remarks: 49% 42% 9% (GW-GM)s CLASS II Cu=D60/D1O 81.4 Cc = (D30)2/(D60*D10) 2.4 PbS6.= Z5 Shake and Imgate 1-_3 Begin Settlement T-4 Take Readings Fines SE AVERAGE Sand SE. Start Time 8-21:- 831 833{853187129 34 33 --- 8:23 8:33. 8:35 8:55 9.2 2.9 32 Rev. 08-04 PARTICLE SIZE ANALYSIS of AGGREGATE 'BASE WITH 'foo Leighton and Associates, Inc. SAND EQUIVALENT ASTMC 136/ASTM D2419 Project Name: BRESSI RANCH Tested By: AJP Date: 8/4/05 Project No.: 971009-016 Checked By: PRC Date: 8/4/05 Location.: GATEWAY EAST SIDE, STA. 13+00 Depth (ft.): Sample No.: 07-27-05 (2) Visual Sample Description: (GW-GM)s, BROWN WELL GRADED GRAVEL WITH SILT AND-SAND Moisture Content of Total Air - Dry Soil Container No.: 1AIWt. of Air-Dry Soil + Cont. (gm.) 293.0 Wt. of Air Dry Soil+Cont.(gm.) 1 4986.0 Wt. of Dry Soil + Cont. (gm.) 286.5 Wt. of Container (gm.) 0.0 !Wt. of Container No.P_ (gm.) 85.7 y Wt. of Soil (gm.) 1 4831.4 _Moisture Content (%) 3.2 IContainerNo. After Wet Sieve Wt of Dry Soil + Container (gm) N4.9. Wt. of Container (gm.) 857 1. Dry Wt. of Soil Retained on #200 Sieve (qm.) 1 159.2 LLS- -- Sieve Size I Cumulative Dry Soil Retained Percent Passing (in.) rnm. 2" 1 1/2" 3/4,, 3/8" #4 #30 #200 PAN 50.000 37.500 0.0 19.000 133.9 9.500 1523.0 4.750 2528 3 0.600 1040 0.075 1623 Percent Retained 0.0 2.8 31.5 52.3 77.0 91.0 Percent Passi 100 97 68 48 23 9 Specification: Coarse / Fine (%) 100 les ....- .... 3565 . 1O3O 2-9 GRAVEL: SAND: FINES: GRP. SYMBOL SOIL TYPE: Remarks: 52% 39% fl 0/ /0 (GW-GM)s CLASS H Cu=D60/D1O 88.2 Cc = (D30)2/(D60*D10) 1.9 T-1 _T-2 4fJ AVERAGE —5;:-- Start Time Shake and Irrigate Begin Settlement Take Readings Fines ............................................................................. Sand . S. E. 917 _927 _929 949 __110_____24_22 ' 9:19 9:29 9:3119:51 1 10.2. 25 2.7 27 1 Rev. 08-04 PARTICLE SIZE ANALYSIS of AGGREGATE BASE WITH. 40% Leighton and Associates, Inc. SAND EQUIVALENT ASTM C 136/ ASTM D 2419 Project Name: BRESSI RANCH Tested By: AJP Date: 8/4/05 Project No.: 97.009-01 Checked By: PRC . Date: 8/4/05 Location.: GATEWAY EAST SIDE, STA. 16+20 Depth (ft.): Sample No.: 07-27-05 (3) Visual Sample Description: (GW-GM)s, BROWN WELL GRADED GRAVEL WITH SILT AND SAND I Moisture Content of Total Air - Dry Soil Container No.: A Wt. of Air-Dry Soil + Cont. (gm.) .277.3 Wt of Air Dry Soil+Cont (gm) .58663 Wt of Dry Soil + Cont (gm) M.9 Wt. of Container (gm.) ' 0.O Wt. of Container No._A_ (gm.) 81.9 Dry Wt. of Soil (gm.) 5673.4 LMoisture Content (%) 3.4 Container No - A After Wet Sieve 'Wt. of Dry Soil + Container (gm.) 241.5 Wt. of Container (gm.) 1. 81.9 Dry Wt. of Soil Retained on # 200 Sieve (gm.) 159.6 U. S. Sieve Size -Cumulative Dry Soil Retained . Percent Passing (in.) (mm.) ens -reen" vse-.' en en , v :rmen v , Specification: 1\ Percent Coarse / Fine - - - - _Weight (9) Retained Percent Pasng -(%)C. 4V wmli3O - 2" 50.000 . 11i - 37.500 . P..° . _i° 3/4" - 19.000 .. - - 192 '.'] - 0.3 -100 - 90-100 YCJ 3/8" 9.500 1877 33.1 67 #4 3207.5 56.5_. 43 - ---35.-65 JCJ #30 - 0.600 1268 ' 86.0 14 .1O-30 #200 0.075 1592 93.0 7 2-9jeJ PAN GRAVEL: 57 % SAND: 36 % FINES: . 7% GRP. SYMBOL: GW-GM)s Cu = D60/D10 26.7 SOIL TYPE: CLASS II Cc = (D30)2/(D60*D1O) 1.8 'Remarks: I"A ILl T-3 T-4 I Ed AVERAGE SE. Start Time Shake and Irrigate Begin Settlement Take Readings Fines Sand S. E. - 827 1 829t 849 65 30 36 41 819 829 1 831 851 - 64 29 46 Rev. 08-04 PARTICLE SIZE ANALYSIS of AGGREGATE BASE WITHOrd . Leighton and Associates, Inc. SAND EQUIVALENT ASTrs1 C 136 / ASTM D 2419 Project Name: BRESSI RANCH - Tested By: AJP Date: 8/4/05 - Project No.: 971009-016 Checked By: PRC Date: 8!4/05 Location.: GATEWAY EAST SIDE, STA. 18+00 Depth (ft.): Sample No.: 07-27-05 (4) Visual Sample Description: (SW-SM)g, BROWN WELL GRADED SAND WITH SILT AND GRAVEL Moisture Content of Total Air - Dry Soil Container No.: A Wt. of Air-Dry Soil + Cont. (gm.) . 279.2 Wt. of Air Dry Soil+Cont.(gm.) 52!9............Wt. of Dry Soil + Cont. (gm.) .27 •1 Wt. of Container (gm.) 0.0 Wt. of Container No. _T_ (gm.) 832 Dry Wt. of Soil (gm.) 5105.0 Moisture Content (%) 3.8 Container No. T After Wet Sieve Wt of Dry Soil + Container (gm) 4 81-41 i Wt. of Container (gm.) 83.2 Dry Wt. of Soil Retained on #200 Sieve (gm.) 148.2 U. S. Sieve Size -- ------------------------ Cumulative Dry Soil Retained Percent Passing (in.) (mm.) Specification: Percent Retained - Coarse / Fine . Weight(g) Percent Passing 2" 50.000 1 1/2" 37.500 0.0 0.0 100 . 100 3/4" 19.000 - - 97.5.......- - 1.9 - 98 - 90-100 YC.J 3/8" 9.500 11634 22.8 77. . ..4.750 ....21650...........................4 58 ..........35;6 ye) p.p9. - .. 904 #200 0.075 16.0.2 91.0 9 2-9 PAN GRAVEL: SAND: FINES: GRP. SYMBOL: SOIL TYPE: Remarks: 42% 49% G 0/ /0 CLASS II (SW-SM)g Cu=D60/D10 65.0 Cc = (D30)2/(D60*D10) 0.9 Take Readings Fines SE AVERAGE Sand S. E. Start Time Shake and Irrigate Begin Settlement 913 923 925 1 945 i 109 26 24 25 9:15 9:25 9:27 1 9:47 1 11.0 2.7 I 25 Rev. 08-04 r I 50.000 37.500 19.000 9.500 4.750 0.600 0.075 -------------- 0.0 0.0 284.7 4.9 2092.9 36.2 3419.3 59.2 - 1040 82.0 1469 92.0 -. 100 100 95 90-100 Ycj 64 41 35-65 YCJ 18 10-30 29 .ci 2" 1 1/2' 3/4" 3/8" PARTICLE SIZE ANALYSIS of AGGREGATE BASE WITH XWO Leighton and Associates, Inc. SAND EQUIVALENT ASTM C I36IASTM D2419 Project Name: BRESSI RANCH Tested By: AJP Date: 8/4/05 Project No.: 971009-016 Checked By: PRC Date: 8/4/05 Location.: GATEWAY EAST SIDE, STA. 5+00 Depth (ft.): Sample No.: 07-27-05 (5) Visual Sample Description: (GW:GM)s, BROWN WELL GRADED GRAVEL WITH SILT AND SAND Moisture Content of Total Air - Dry Soil Container No.: Wt. of Air-Dry Soil + Cont. (gm.) 281.0 Wt. of Air Dry Soil+Cont.(gm.) .3 6...4 .'/Vt. of Dry Soil + Cont. (gm.) 269.1 Wt. of Container (gm.) L_P° Wt. of Container No._B_ (gm.) 86.8 DryWt.ofSoil(gm.) 5777.8 1 Moisture Content (%) 6.5 Container No. B After Wet Sieve Wt. of Dry Soil + Container (gm.) 234.0 Wt. of Container (gm.) 86.8 DryWt.ofSoilRetainedon#200Sieve(gm.) 147.2 U. S. Sieve Size I (mm. Cumulative Dry Soil Retained Percent Weicht (a) 1 Retained Percent Passing Specification: Coarse / Fine Percent Passina GRAVEL: SAND: FINES: GRP. SYMBOL: SOIL TYPE: Remarks: 59% 33% 0/ 0 U /0 (GW.GM)s CLASS II Cu=D60/D10 77.3 Cc = (D30)2/(D60*D1O) 4.3 hI1 Sc .::Zy' Id IjLIL4 Shake and Irrigate i Begin Settlement Take Readings _&i Fines _&' AVERAGE Sand i S. E. Start Time 8:13 23 .1 ........Ii-------------------------------------- 37 8:15 1 8:25 8.:27 1:8:47 L7: .. .24 35 Rev. 08-04 44 PARTICLE SIZE ANALYSTS of AGGREGATE BASE WITH Leighton and Associates, Inc. SAND EQUIVALENT ASTMC 136/ASTri4 D2419 Project Name: BRESSI RANCH Project No.: 971009-016 Location: GATEWAY, STA. 28+00 Sample No.: 7-28-05(1) Visual Sample Description: (GW-GIV - Tested By:_AJP Date: 8/9/05 Checked By: PRC Date: 8/10/05 Depth (ft.): s, BROWN WELL GRADED GRAVEL WITH SILT AND SAND - Moisture Content of Total Air - Dry Soil Container No.: A .Wt. of Air-Dry Soil + Cont. (gm.) 473 Wt. of Air Dry Soil+Cont.(gm.) 5855:7IWt. of Dry Soil + Cont. (gm.) .48 Wt. of Container (gm.) 0.0 JWt. of Container No. AP (gm.) 229.7 Dry Wt. of Soil (gm.) 5603.5 . Moisture Content (%) - 4.5 Container No. . AP After Wet Sieve !Wt.of Dry Soil + Container (gm) 423 2 Wt. of Container (gm.) ----229.7 Dry Wt. of Soil Retained on #200 Sieve (gm.) 193.5 frfn*flCL GRAVEL: SAND: FINES: GRP. SYMBOL: SOIL TYPE: Remarks: 53% 38% Go, /0 (GW-GMs Cu=D60/D10 91.8 CLASS II Cc = (D30)2/(D60*D10) 2.2 - ----------------------- ----------------------------------------------------- ---- - --. - ---- - --- - ----------------- Id ii RT E AVERAGE S.I Start Time j Shake and Irrigate J Begin Settlement Take Readings Fines 1. Sand f : E. - - - -2.5 251 2 CJ 41 23 - 2:43 -------------2-------------------2:55 i_3-i._.__L:.JL 32 49 Rev. 08-04 PARTICLE SIZE ANALYSIS of AGGREGATE BASE WITH 4141 Leighton and Associates, Inc. SAND EQUIVALENT ASTr1 C I36/ASTM D 2419 Project Name: BRESSI RANCH Tested By: AJP Date: 8/9/05 Project No.: 971009-016 Checked By: PRC Date: 8/10/05 Location: GATEWAY, STA. 24+00 Depth (ft.): Sample No.: 7-28-05(2) Visual Sample Description: (GW-GM)s, BROWN WELL GRADED GRAVEL WITH SILT AND SAND Moisture Content of Total Air - Dry Soil Container No.: Wt. of Air-Dry Soil + Cont. (gm.) 300.7 Wt of Air Dry Soil+Cont (gm) 4889 9 Wt of Dry Soil + Cont (gm) 286.4 — — ' Wt. of Container (gm.) I db.. Wt. of Container No. (gm.) 83.3 Dry Wt. of Soil (gm.) 4570.0 Moisture Content (%) 7.0 -- Container No. — --L_........... After Wet Sieve jwt. of Dry Soil + Container (gm.) 254.6 Wt. of Container (gm.) . .............3.. Dry Wt. of Soil Retained on #200 Sieve (am.) 171.3 ....JJ._S. (in.) Sieve Size (mm.) Cumulative Dry Soil Retained Percent Passing Specification: 7T I .__leight Percent Retained i Coarse / Fine c on (g) -- ..)_.. 2" 50.000 1 1/2" 1 37.500 00 0.0 100 .. 10 'IC! 3/4" 19.000 2659 . 5.8 _.94 :190 ...!01 -- 3/8' 9.500 1803.1 - 39.5 61 39 35-SO ici #4 1 4.750 25096 61.5 #30 0.600 124 4 85.0 15 . - PT YY #200 0.075 169 4 94.0 6 2-9 PAN GRAVEL: SAND: FINES: GRP. SYMBOL: SOIL TYPE: Remarks: 61% 33% U 0/ 10 (GW-GM)s CLASS II Cu=D60/D10 41.4 Cc = (D30)1/(D60*D10) 3.1 Min F- -[L 41 -i R-2 AVERAG Start Time j Shake and Irrigate Begin Settlement Take Readings Fines Sand .E. 125i — 135 1:37 1:57 76 24 3 f I 1:27 1:37 1:39 1:59 1 6.4 34 23 1 36 I Rev. 08-04 PARTICLE SIZE ANALYSIS of AGGREGATE BASE WITH Leighton and Associates, Inc. SAND EQUIVALENT ASTh1 C 136 / ASTM D 2419 Project Name: BRESSI RANCH Tested By: AJP Date: 8/9/05 Project No.: 971009-016 Checked By: PRC Date: 8/10/05 Location: GATEWAY, STA. 16+00 Depth (ft.): Sample No.: 7-28-05(3) Visual Sample Description: (GW-GM)s, BROWN WELL GRADED GRAVEL WITH SILT AND SAND Moisture Content of Total Air - Dry Soil Container No.: A Wt. of Air-Dry Soil + Cont. (gm.)282.4 Wt. of Air Dry Soil+Cont.(gm.) 562.Q0..JWt. of Dry Soil + Cont. (gm.) [._79 Wt. of Container (gm.) . :0.0 IWt. of Container No. _C_ (gm.) :80.7 iDry Wt. of Soil (gm.) 5634.1 Moisture Content (%) 3.3 Container No. C After Wet Sieve Wt. of Dry Soil + Container (gm.) .255.1 . Wt. of Container (gm.) 80.7 Dry Wt. of Soil Retained on #200 Sieve (gm.) 174.4 U. S. (in.) Sieve Size (mm.) Cumulative Dry Soil Retained Percent Passing qsm Specification: Percent I Coarse / Fine,, Weight (9) -. Retained Percent Passing ) . - ........... - 2" 50.000 1 1/2" 37.500 P 0 . 0.0 100 100 3/4" 19.000 51 9 0.9 90100 Yes : 3/8" 9.500 17482 31.0 69 #4 4.750 2888.3 I 51.3 49 35-60 Yc #30 0.600 1285 83.0 17 10-30 #200 . 0.075 739 - 94.0 6 - PAN GRAVEL: SAND: FINES: GRP. SYMBOL: SOIL TYPE: Remarks: 51% 43% V0/ /0 (GW-GM)s CLASS II Cu=D60/D10 37.0 Cc = (D30)2/(D60*D1O) 1.7 Start Time Shake arid Irrigate Begin Settlement I. Take Readings R Fines R2 Sand AVERAGE S. E. 10 112 P 1 32Fi 28, _. . .... 27 - 29 t02 .............................. 1:12 ] 1:14 L ±.. L.9:,L. . . Rev. 08-04 U IWO PARTICLE SIZE ANALYSES of AGGREGATE BASE WITH ' Leighton and Associates, Inc. SAND EQUIVALENT ASTMC I36/ASTM D2419 Project Name: BRESSI RANCH Tested By: AJP Date: 8/9/05 Project No.: 971009--016 Checked By: PRC Date: 8/10/05 Location: ALICANTE, STA. 115+00 Depth (ft.): Sample No.: 7-28-05(4) Visual Sample Description: (GW-GM)s, BROWN WELL GRADED GRAVEL WITH SILT AND SAND Moisture Content of Total Air - Dry Soil Container No.:I .AlWt. of Air-Dry Soil + Cont. (gm.) 2838 Wt. of Air Dry Soil+Cont.(gm.) 586.0 JWt. of Dry Soil + Cont. (gm.) 277.5 Wt. of Container (gm.) 00 Wt. of Container No. (gm.) 84 .5 Dry Wt. of Soil (gm.) 5407.6 Moisture Content (%) 3.3 Container No. F D After Wet Sieve Wt. of Dry Soil + Container (gm.) 247.0 iWt. of Container (gm.) . Li.:-------§4.5 ..: Dry Wt. of Soil Retained on #200 Sieve (gm.) 162.5 U. S. ----------------- Sieve Size Cumulative Dry Soil Retained . . Percent Passing Specification: Percent Coarse / Fine i -- Weight (q) - - Retained -. Percent Pasng -(%) 2' 50.000 . -- - . .. 1 1/2' 37.500 . --------------------------------------------------------------------------- 0 0 - 100 3/4" 19.000 4 324 0.0 94 100 90-100 6.0 3/8" 9.500 174,5'.6: 32.3 68 -4.750 48 2789.7 - 51.6 - - -- ------------------------------._ #30 0.600 - J 1222 82.0 1030 -VQ #200 -0.075 - _. 161 8 j -------------------------------8 -.------------------------------2- --18 -- PAN GRAVEL: SAND: FINES: GRP. SYMBOL: SOIL TYPE: Remarks: 52% .40% 0/ o o io (GW-GM)s. C;LASS,II Cu=D60/D10 57.7 Cc = (D30)2/(D60*D10) 2.3 AVERAGE I Start Time Shake and Irrigate Begin Settlement Take Readings Fines SE.. Sand . S. E. -------------------------------- -.... —.--..-+-............-...j..4 1245 1255 1 1257 1 1317 96 1 28 1 30 31 12:47 12:57 12:59 ..................................-................•. 13:19 9.5 ....-............—...-................................................................- . 2.9 31 1 ..............L... .... .... ......................... ..... .........................J ..... ............... -. .... Rev. 08-04 (i C.f fei cJ lot 0 PARTICLE SIZE ANALYSES of AGGREGATE BASE WITH ro-1 Leighton and Associates, Inc. SAND EQUIVALENT ASTIVIC 136fAST\1 D2419 Project Name: BRESSI RANCH Tested By:AJP Date: 8/9/05 Project No.: 971009-016 Checked By: PRC Date: 8/10/05 Location: ALICANTE, STA. 116+80 Depth (ft.): Sample No.: 7-28-05(5) Visual Sample Description: (GW-GM)s, BROWN WELL GRADED GRAVEL WITH SILT AND SAND . Moisture Content of Total Air - Dry Soil Container No.: A Wt. of Air-Dry Soil + Cont. (gm.) 299.5 Wt of Air Dry Soil+Cont (gm) 5632.3 Wt of Dry Soil + Cont (gm) 286 9 Wt. of Container (gm.) L _O.0: Wt. of Container No. _R_ (gm.) 112.9 Dry Wt. of Soil (gm.) 5254.0 Moisture Content (%) 7.2 Container No. . After Wet Sieve Wt of Dry Soil + Container (gm) 246 0 Wt. of Container (gm.) 1 1.12.9 Dry Wt. of Soil Retained on #200 Sieve (gm.) 133.1 GRAVEL: SAND: FINES: GRP. SYMBOL: SOIL TYPE: Remarks: 47% 44% 9% (GW-GM)s CLASS II Cu=D60/D10 81.3 Cc = (D30)2/(D60*D10) 1.9 t\ T-1 T-2f__J___ L4 i R-2 AVERAGEAERAGE] Start Time Shake and Irrigate [ Begin Settlement Take Readings Fines Sand S. E. 1213 - 1223 1225 1245 77 1 23 30 yeJ 31 1215 1225 1227 1247 L 76' 23 31 - Rev. 08-04 U. S. Sieve Size - - Cumulative Dry Soil Retained (in.) Percent Weight(g) Retained - 2 50.000 . 37.500 . 0 0 . 0.0 3/4 19.000 : . . 7.7 3/8" 9.500 ....... 2 6681 39.6 4.Th0i 4123.1 _l #30 0.600 107 2 84.0 #200 I 0.075 . 1474 92.0 PAN Percent Passing Percent Pa 100 92 60 36-65':jY 1.0-30 YU 2-9. PARTICLE SIZE ANALYSIS of AGGREGATE BASE WITH. 415 Leighton and Associates, Inc. . SAND EQUIVALENT ASTM C 136 / ASTM 1)2419 Project Name: BRESSI RANCH Tested By: JMD Date: 6/24/05 Project No.: 971009-016 Checked By: PRC Date: 6/28/05 Location: STA. 1+00 Depth (ft.): Sample No.: 7-29-05 (1) Visual Sample Description: ' (GW-GM)s, BROWN WELL GRADED GRAVEL WITH SILT AND SAND Moisture Content of Total Air - Dry Soil 'Container No.: .AjWt. of Air-Dry Soil + Cont. (gm.) 2897 Wt. of Air Dry Soil+Cont.(gm.) 6973.0 Wt. of Dry Soil + Cont. (gm.) 275.7' Wt. of Container (gm.) . 0. Wt. ,iWt. of Container No._B_ (gm.) 87.2 Dry Wt. of Soil (gm.) 6492.6 Moisture Content (%) .- 7.4 GRAVEL: SAND: FINES: GRP. SYMBOL SOIL TYPE: Remarks: 64% 28% o 0/ o io (GW-GM)s CLASS II Cu=D60/D10 73.1 Cc = (D30)2/(D60*010) 7.3 røv' SELc LL4 Begin Settlement Take Readings AVERAGE Start J Fines iiSE Sand S. E. Time Sha~. and Irrigate 1107 1 1117 1119 1139 76 23 1 31 11:09 I 11:19 ' 11:21 I 11:41 84 . .1 ' 2.3 30 1 28 1 Rev. 08-04 35-65 ci 10-30 'jo 2-9 PARTICLE SIZE ANALYSIS of AGGREGATE BASE WITH iko Leighton and Associates, Inc. SAND EQUIVALENT ASTi%l C 1.36/AST'l D 2419 Project Name: BRESSI RANCH Tested By: AJP Date: 8/11/05 Project No.: 971009-016 Checked By: PRC Date: 8/12/05 Location: STA. 2+50 Depth (ft.): Sample No.: 7-29-05 (2) Visual Sample Description: (GW-GM)s, BROWN WELL GRADED GRAVEL WITH SILT AND SAND Moisture Content of Total Air - Dry Soil Container No.: A 1Wt. of Air-Dry Soil + Cont. (gm.) 2869 Mt. of Air Dry Soil+Cont.(gm.) .5.P....i of Dry Soil + Cont. (gm.) 272.9 IWt. of Container (gm.) 0.0IWt. of Container No. _B_ (gm.) 87.0 Dry Wt. of Soil (gm.) 5344.2 Moisture Content (%) --7.5 Container No. After Wet Sieve 'Wt. of Dry Soil + Container (gm.) 236..8 Wt. of Container (gm.) 1. ..87:9.. -. Dry Wt. of Soil Retained on #200 Sieve (am.) 149.8 U. S. Sieve Size Cumulative Dry Soil Retained Percent Passing .----- Percent se7n ' Weiciht (a) Retained Percent Pa 2' 50.000 . 1 1/2" 1 37.500 . 0.0 0.0 100 3/4 19.000 2902' 5.4 95 3/8" 9.500 2300.4 43.0 57 #4 4.750 . 3499 6 65.5 -35 #30 0.600 L 107 1 85.0 15 - 075 I1 4 - , PAN 79 . GRAVEL: SAND: FINES: GRP. SYMBOL: SOIL TYPE: Remarks: 65% 28% 0/ 7 I /0 (GW-GM)s: Cu=D6OYD1O 50.0 cLAss II Cc = (D30)2/(D60*D1O) 4.8 ---- -------- . --------- ____ . ------------------------------------ . ------ -- ----------------------- ---------- .............------c ........ T-2 JLi Take Readings Fines SE. AVERAGEI Sand S. E. Start Time Shake and Irrigate Begin Settlement i402 14121414{1434i71 24 34 —i 1404 1414 1416 1436 ___7_ 34 25 33 I Rev. 08-04 PARTICLE SIZE ANALYSIS of AGGREGATE BASE WITH r0o Leighton and Associates, Inc. SAND EQUIVALENT ASTMC I36/AST\1D 2419 Project Name: BRESSI RANCH Tested By: AJP Date: 8/12/05 Project No.: 971009-016 Checked By: PRO Date: 8/12/05 Location.: STA. 6+00 Depth (ft.): Sample No.: 7-29-05(3) Visual Sample Description: (GW-GM)s, BROWN WELL GRADED GRAVEL WITH SILT AND SAND Moisture Content of Total Air - Dry Soil Container No.: AjWt. of Air-Dry Soil+ Cont. (gm.) 284.7 Wt. of Air Dry Soil+Cont.(gm.) 52020 IWt. of Dry Soil + Cont. (gm.) 271.3 Wt. of Container (gm.) L 0:0 Wt. of Container No. _O_ (gm.) 80.8 Dry Wt. of Soil (gm.) 4861.7 Moisture Content (%) - 7.0 iContainer No. After Wet Sieve Wt. of Dry Soil + Container (gm.) - -- 229.4 Wt. of Container (gm.) :80.8 - li Dry Wt. of Soil Retained on #200 Sieve (gm.) 148.6 U.S.SieveSize ------------ ------- I Cumulative Dry Soil Retained Percent Passing (in.) (mm.) -. - - - - - Specification: Percent Retained Coarse / Fine I " - -Weight (g) - - -. Passing - . (%) -. ------------------------------------------------ -Percent 2 50.000 i 1 1/2 37.500 0.0 0.0 100 100 U 3/4 19.000 - 206 0 4.2 96 - 90-100 3/8"9.500 1511 1 31.1 69 - - #4 4.750 2698.8 - t 55.5 44 -------35-65 #30 11 0.600 - 1052 20 10-30 1523 YJ #200 ---------------------0.075 . 91.0 9 2-9 PAN GRAVEL: SAND: FINES: GRP. SYMBOL: SOIL TYPE: Remarks: 56% 35% fl 0/ 10 (GW-GM)s CLASS tI- Cu=D60/D10 88.8 Cc = (D30)2/(D60*D10) 3.6 Shake and Irrigate Begin Settlement Take Readings Fines I, SEVERAGE Sand . . S. E. Start Time j 1149 1159 1201 12219 9 '23 24 -25 i yei 451 1201 1 1203 1223 86 21 - - 25 - Rev. 08-04 PARTICLE SIZE ANALYSIS of AGGREGATE BASE WITH. Leighton and Associates, Inc. SAND EQUIVALENT ASTM C 136 I ASTM D 2419 Project Name: BRESSI RANCH Project No.: 971009-016 Location: STA. 4+00 Sample No.: 7-29-05 (4) Visual Sample Description: Tested By: AJP Date: 8/11/05 Checked By: PRC Date: 8/12/05 Depth GW-GM)s, BROWN WELL GRADED GRAVEL WITH SILT AND SAND Moisture Content of Total Air - Dry Soil Container No.: Wt. of Air-Dry Soil + Cont. (gm.) 269.1 Wt. of Air Dry Soil+Cont.(gm.) 4750.0 jWt. of Dry Soil + Cont. (gm.) 2L58 Wt. of-Container . (gm.) i _0.0 Wt. of Container No. _T_ (gm.) 83.7 Dry Wt. of Soil (gm.) 4489.6 IMoisture Content (%) 5.8 Container No. Wt. of Dry Soil + Container (gm.) 216:2 After Wet Sieve Wt. of Container (gm) 83.7 ------------------- Dry1t. of Soil Retained on #200 Sieve (gm.) 132.5 U. S. - --------------------------- Sieve Size - ....---------- - Cumulative Dry Soil Retained Percent Passing (in.) Specification: ------------ -Weight ) Percent Retained Percent Passing Coarse / Fine (%) 2 1 1! ....7.5_ 50.000 - 0.0 OM 100 --------idb 3/4" 19.000 218 5 49 - 95 oioo YCJ 3/8 9.500 1876.6 41.8 58 35 -- .--- ..................4.750 . 2817.2 62.7 #30 -. 0.600 901- 82.0 .- YQ 1325 0.075 Yfi .9_1.0.... - .. . ... 2-9 . PAN I . - GRAVEL: SAND: FINES: GRP. SYMBOL SOIL TYPE: Remarks: 63% 28% 0/ /0 (GW-GM)s. CLASS II Cu = D60/D10 . 104.2 Cc = (D30)2/(D60*D10) 7.2 y SE:: Z' r- T T-2 I AVERAGE 1 Start Time Shake and Irrigate Begin Settlement Take Readings Fines Sand S. E. -.-------..--.----.-.--. -------- ------------- ............ 1103 1113 1115 1135 I 81 j 23 29 29 ....11: 5 I.... . 11:37 •J.4.J ...i ....... — Rev. 08-04 Percent Weight ( Retained -. - 50.000 37.500 0.0 0.0 19.000 92.1 .. .. 1.5 9.500 J-. :18795 29.6 4.750 3206.3 50.6 0.600 91.5 74.0 - . 1( 1.3......91 ............ 0 peciricauon: J Coarse/Fine j Percent Passin 100 H..100... l'lcJ 99 - - Yci 70 C', #4 #30 #200 PAN PARTICLE SIZE ANALYSIS of AGGREGATE BASE WITH Leighton and Associates, Inc. SAND EQUIVALENT ASTMC 136/ASTi\1 D2419 Project Name: BRESSI RANCH Project No.: 971009-016 Location: GATEWAY, STA. 17+50 Sample No.: 8-1-05 (1) Visual Sample Description: (GW-GPk Tested By: AJP Date: 8/11/05 Checked By: PRO Date: 8/12/05 Depth (ft.): BROWN WELL GRADED GRAVEL WITH SILT AND SAND Moisture Content of Total Air - Dry Soil Container No.: A lWt. of Air-Dry Soil + Cont. (gm.) .289.4 Iwt. of Air Dry Soil+Cont.(gm.) 6620 .IWt. of Dry Soil + Cont. (gm.) :?!.o...7 Wt. of Container (gm.) 0.0 !Wt. of Container No. _P_ (gm.) 86.6 Dry Wt. of Soil (gm.) 6339.7Moture Content (%) 4.5 Container No. : P After Wet Sieve Wt. of Dry Soil + Container (gm.) 226.2 Wt. of Container (gm.) 86.6 Dry Wt. of Soil Retained on # 200 Sieve (gm.) 139.6 U. S. Sieve Size Cumulative Dry Soil Retained Percent Passing (in.) I (mm. GRAVEL: SAND: FINES: GRP. SYMBOL SOIL TYPE: Remarks: 51 % 40% 9% (OW-GM)s cLAis.s.II, Cu=D60/D1O 89.0 Cc = (D30)2/(D60*D10) 1.4 L_T1 T2 _LL4'Li iSE AVERAGE L Start Time Shake and Irrigate Begin Settlement Take Readings j Fines Sand S. E. 11:25 11:35 11:37 ! 11:57 ---- ......... ---------t------------ 10.8 if ................------- 2.5 124 -------- - --- - ---------------- 25 11:27 . 11:37 11:39 I 11:59 1 10.8 2.6 25 Rev. 08-04 U. S. Sieve Size i.)I (mm. 50.000 37.500 19.000 9.500 4.750 0.600 0.075 Cumulative Dry Soil Retained Percent L, Weight() Retained 00 0.0 277.4 . 4.3 2332.2 .: 36.3 37143 57.8 -. 1061 I 83.0 15 5 5 1 95.0 Percent Passing. Specification: Coarse / Fine Percent Passing . 100 - - -- 96 L- 64 1 42 35-65 H 17 ' 10-30 5 2-9 ytj 2" 1 1/2" 3/4,, 3/8" PARTICLE SIZE ANALYSIS of AGGREGATE BASE WITH Leighton and Associates, Inc. SAND EQUIVALENT ASThI C 136 IASTM D 2419 Project Name: BRESSI RANCH Tested By: AJP - Date: 8/11/05 Project No.: 971009-016 Checked By: PRC Date: 8/12/05 Location: GATEWAY, STA. 16+00 Depth (ft.): Sample No.: 8-1-05 (2) Visual Sample Description: (GW-GM)s, BROWN WELL GRADED GRAVEL WITH SILT AND SAND Moisture Content of Total Air - Dry Soil Container No.: AjWt. of Air-Dry Soil + Cont. (gm.) 2989 Wt. of Air Dry Soil+Cont.(gm.) 661!°........Wt. of Dry Soil + Cont. (gm.) . . 29.7 Wt. of Container (gm.) L_pm_Jwt. of Container No. (gm.) 118.1 Dry Wt. of Soil (gm.) 6425.2 Moisture Content (%) . 3.0 After Wet Sieve Container No. - S. Wt. of Dry Soil + Container (gm.) :.. - 245.9: - Wt. of Container (gm.) 118.1 - Dry Wt. of Soil Retained on #200 Sieve (gm.) 127.8 PAN GRAVEL: SAND: FINES: GRP. SYMBOL SOIL TYPE: Remarks: 58% 37% Si C 0/ /0 (GW-GM)s CLASS U Cu=D60/D10 43.5 Cc = (D30)2/(060*D10) 2.3 E. L . I I:4 i&AVERAGE7 Start Time ] Shake and Irrigate Begin Settlement Take Readings Fines Sand S. E. 11031 - 1113 1115 1135 1- 7-7-777777777 I 81 - 29 i 29 11:05 L 1115 11 :17 1137 j 83 24 29 -- Rev. 08-04 10 PARTICLE SIZE ANALYSIS of AGGREGATE BASE WITH Leighton and Associates, Inc. SAND EQUIVALENT ASTM C 136 / ASTM I) 2419 Project Name: BRESSI RANCH Tested By: AJP Date: 8/11/05 Project No.: 971009-016 Checked By: PRC Date: 8/12/05 Location: GATEWAY, STA. 15+00 Depth (ft.): Sample No.: 8-1-05(3) Visual Sample Description: (GW-GM)s, BROWN WELL GRADED GRAVEL WITH SILT AND SAND Moisture Content of Total Air - Dry Soil Container No.: - - -------AjWt. of Air-Dry Soil + Cont. (gm.) .2989 - Wt. of Air Dry Soil+Cont.(gm.) 1 7244.0 jWt. of Dry Soil + Cont. (gm.) 290.0 Wt. of Container (gm.) 0..0 !Wt. of Container No._D_ (gm.) 84.8 Dry Wt. of Soil (gm.) 6945.3 Moisture Content (%) 4.3 GRAVEL: 47 % SAND: 44% FINES: 9 % GRP. SYMBOL: (GW-GM-)s Cu = D60/D10 80.0 SOIL TYPE: CLASS II Cc =(D30)2/(D60*D1O) 2.0 Remarks: io Begin Settlement I I I Take Readings Fines Sand AVERAGE S. E. S.E. I Start Time I Shake and Irrigate 1A59 11:09 11:11 11:31 9;3 __. 11:01 .. 11:11 ----... .... ........ - ............... 11:13 11:33 9.4 I 25 28 27 ......... .................... .... .......... ... ...... . ....... .. .......... ....... ......... ....... I (ej L....... ........ ............... . ....... . ...... ..... .................................... ...........................................I............................................1.......... .............. --------i.................. Rev. 08-04 PARTICLE SIZE ANALYSIS of AGGREGATE BASE WITH ro; Leighton and Associates, Inc. SAN]) EQUIVALENT ASTM C 136 / ASTM D 2419 Project Name: BRESSI RANCH Project No.: 971009-016 Location: GATEWAY, STA. 14+00 Sample No.: 8-1-05(4) Visual Sample Description: (SW-SM Tested By: AJP Date: 8/11/05 Checked By: PRC Date: 8/12/05 Depth (ft.): BROWN WELL GRADED SAND WITH SILT AND GRAVEL Moisture Content of Total Air - Dry Soil Container No.: A 11 Wt. of Air-Dry Soil + Cont. (gm.) 283.6 'Wt. of Air Dry Soil+Cont.(gm.) 6065.0.. Wt. of Dry Soil + Cont. (gm.) 273.0 Wt. of Container M. O0Wt. of Container No. (gm.) 81.8 Dry Wt. of Soil (gm.) 1 5748.8 Moisture Content 5.5 Container No. A After Wet Sieve Wt. of Dry Soil + Container (gm.)233.3 Wt. of Container (gm.) .818 Dry Wt. of Soil Retained on #200 Sieve (am.) 151.5 U. S. Sieve Size Cumulative Dry Soil Retained Percent Passing (mm. ;e7fl. Ern r--'—'n .. ..rn..4fls.vc _ Specification -r I Percent Coarse / Fine I Weight (g) Retained Percent Passing J (%) Cfrt4c 2" 50.000 1 1/2 37.500 0.0 0.0 100 100 - ...3/.. . . 19.000 5..3060 _...3 95 90-100 3/8 9.500 1732.8 30.1 70 #4 4.750 2322.0 40.4 60 35-65 Vu - #30 0.600 984 71.0 29 030 1CS #200 . 0.075 1635 .... 91:0 ?:. . YCJ' PAN GRAVEL: 40% SAND: 51 % FINES: 9 % GRP. SYMBOL: (SW-SM)g Cu = D60/D10 58.8 SOIL TYPE: CLASS111''.Cc=(D30)2/(D60*D10) 1.1 Remarks: St L I-i -_-- SE AVERAGE Start Shake and lrngate Begin Settlement Take Readings Fines Sand S. E. 12:21 12:31 1 3 _____ 26 L 36 36 -- 12:23 .12:33 35 ............12:35 12:55. ±7± ....±J ........ .J.... .. ............ Rev. 08-04 PARTICLE SIZE ANALYSTS of AGGREGATE BASE WITH Leighton and Associates, Inc. SAND EQUIVALENT ASTMC 136/ASTr1 D2419 Project Name: BRESSI RANCH - Tested By:AJP Date: 8/11/05 Project No.: 971009-016 Checked By: PRC Date: 8/12/05 Location: GATEWAY, STA. 12+75 Depth (ft.): Sample No.: 8-1-05 (5) Visual Sample Description: (GW-GM)s, BROWN WELL GRADED GRAVEL WITH SILT AND SAND Moisture Content of Total Air - Dry Soil Container No.: A jWt. of Air-Dry Soil +.Cont. (gm.) 311.9 Wt. of Air Dry Soil+Cont.(gm.) 6110.0 .IWt. of Dry Soil + Cont. (gm.) I................301.0 i Wt. of Container (gm.) 0.0 !Wt. of Container No. _R_ (gm.) 112.7 Dry Wt. of Soil (gm.) 5775.0 Moisture Content (%) 5.8 Container No. . R After Wet Sieve Wt. of Dry Soil + Container (gm.) :261:9 Wt. of Container (gm.) Dry Wt. of Soil Retained on # 200 Sieve (gm.) 149.2 U. S. Sieve Size Cumulative Dry Soil Retained Percent Passing (mm.) Percent 'q - Specification: Coarse / Fine (9) Retained Percent Passing 2 - .........................................................................Weight 50.000 1 1/2 37.500 00 . 0.0 100 .100 3/4 19.000 .. 28.1.2 . 95 90100 3/8 9.500 . 1958.4 33.9 66 1 4 .............4750 .... 32140 - 44 . 55 #30 0.600 108 .5, 81.0 . 19 ....10-30 #200 0.075 149.0 91.0 9 PAN GRAVEL: 56 % . SAND: 35% FINES: 9% GRP. SYMBOL: :(.GW-GM)s Cu = D60/D10 88.9 SOIL TYPE: CLASS:II Cc = (D30)2/(D60*D10) . 45 Remarks: Shake and frngate Begin Setfiement Take Readings Fines Sand 10 55 24 33 ------------ S. AVERAGE- S E Start Time 1105 1107 1127 I 74 -- - - - - 32 1057 1107 1109 1129 79 24 1 31 Rev. 08-04 (