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Park West CC(4)-LR 940711 ll'erracon In ~c~ord~n~e with A~T~ G 3g PflOJECT: Except ~ere noted 17~3~1 ~ ~: ~/~/94 M J ~ ~~ ~ ~~~ ~~: ~/~/94 ~ ~: 07/n/94 CLIENT: ~, ~ 7~3 ~_: 6,~" ~L (28.27 ~. ~.) ~ ~ S/DE 265A 7 86620 3060 3500 6 5.50 6.0 148 4 88 83 246651 OF }~3TT ~ 265B 28 107900 3820 3500 27 5.50 6.0 147 3 88 83 246651 * 265C 28 107600 3450 3500 27 5.50 6.0 147 2 88 83 246651 F ] cc: ~, ~CK+~, INC. CONE SPLIT SHEAR GONE GONE SHEAR SPt_IT 1 rerracon In accordance with AST~ C 3g PROJECT: Except ~ere noted 17~3~1 ~ ~: ~/~/94 M J ~ ~~ ~ ~~~ ~~: 07/~/94 ~ ~v~]: 07/~/94 CLIENT: ~, ~ 7~3 ~_: 6'~" ~1. (28.27 ~. ~.) FiJ2Z~SiAB 264A 7 103120 3650 4000 6 5.00 2.5 154 3 83 86 246451 (~qIDLINEG-2.5 264B 28 128180 4530 4000 27 5.00 2.5 154 1 83 86 246451 * 264C 28 126000 4460 4000 27 5.00 2.5 155 1 83 86 246451 COMMENTS: ~ ~ /< SENDREPORTSTO: oc: JA'4]~, HA~V-I~ + ~, ~. CONE S~IT SHEAR ~: ~ ~ ~~'l~, ~. CONE CONE 5 SPLIT In ~oeord~nee with ASTM G 39 PROJECT: ~cept ~ere noted 17~3~1 ~ ~: ~/~/94 M J ~ ~~ ~ ~~~ ~~: 07/~/94 ~ ~~: ~/~/94 CLIENT: ~, ~ 7~3 ~: 6'~" ~1. (28.27 ~. ~.) SCI]IH PAVING 257A 7 /25100 4430 3500 6 6.00 3.5 146 2 77 82 262897 5' S. OF BIIrID]]',~ 257B 28 140640 4970 350(] 27 6.00 3.5 146 1 77 82 262897 10'W. OF ]~. JIL@10LIS' 257C 28 150200 5310 35(X) 27 6.00 3.5 146 1 77 82 262897 SCtrIH PA~'~lklG 258A 7 133880 4740 3500 6 5.25 4.0 146 2 77 81 262903 15'S. OF ]~D/]~ 258B 28 161440 5710 3500 27 5.25 4.0 146 1 77 81 262903 25' W. OF E. E:fP J['. 258C 28 154320 5460 3500 27 5.25 4.0 146 1 77 81 262903 SI~ PAVING 259A 7 87280 3090 3500 6 6. O0 5.5 146 3 68 80 26293_5 70'S~ OF ED'TrDINS 259B 28 111240 3930 3500 27 6.00 5.5 146 68 80 262915 95' W. OF E. EXP ~-I'. 259C 28 112560 3980 3500 27 6.00 5.5 146 2 68 80 262915 SC[EH PAV]~ 260A 7 100580 3560 3500 6 5.50 6.5 146 3 68 76 262926 5' S. OF ]~.~rrTT[NG 260B 28 118700 4200 3500 27 5.50 6.5 146 2 68 76 262926 /25' W. OF E. EXP d-T. 260C 28 117480 4160 3500 27 5.50 6.5 146 2 68 76 262926 oc: ~, HA.~SI~ + ~, ~. , ~ 3 ~: AT~~ &~, ~. CONE S~IT SH~ ~: ~ ~ ~, ~. CONE CONE 4 5 SHEAR S~IT In accordance with ASTM C 3g PROJECT: ~cept ~ere noted ~7~3~ ~ ~= ~/~/94 M J ~ ~~ ~ ~~~ ~~: 07/~/94 ~ ~~: 07/~/94 CU~NT: ~, ~ 7~3 ~: 6'~" ~1. (28.27 ~. ~.) SOU/~ PAV/lq~ 26]A 7 99200 3510 350C 6 6.00 5.5 146 3 75 83 262947 10'S. OF S.W. ~ 261B 28 118220 4180 3500 27 6.00 5.5 146 1 75 83 262947 20' S. OF ]~1-[~ 261C 28 118060 4180 350C 27 6.00 5.5 146 2 75 83 262947 SC~T~H PAV/]~S 262A 7 104940 3710 3500 6 6.25 5.5 146 3 76 81 262950 50'W. OF S.W. ~ 262B 28 128240 4540 3500 27 6.25 5.5 146 1 76 81 262950 70'S. OF ]~[/r[DIN~ 262C 28 123820 4380 3500 27 6.25 5.5 146 1 76 81 262950 E)fFI~IC~ LEAVE C~-f 263A 7 99740 3530 3500 6 5.50 4.5 146 3 82 86 262966 A-LINE 263B 28 1~.).380 4330 3500 27 5.50 4.5 146 1 82 86 262966 LINES 4 q]-E~3 10 263C 28 119240 4220 3500 27 5.50 4.5 146 1 82 86 262966 , 2 3 oc.: glRI~R~ HALFF & ~, ~. CONE S~IT SH~ ~: ~ ~ ~~, ~. CONE CONE 4 5 SHEAR SPUT