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Park West CC(4)-LR 940602 l[ rracon In accordance with ASTM C 39 PROJECT: ~cept ~ere noted 17~3~1 ~ ~: 05/26/94 M J ~ ~~ ~ ~ ~ ~ ~ ~: ~/02/94 ~ ~~]: ~/02/94 CLIENT: ~, ~ 7~ ~_: 6'~" ~1. (28.27 ~.~.) .T. >- k- ~-- Z uJ :~- < O n- O[u;2 d ~u i=(]JR~ 245A 7 125860 4450 400C 6 5.50 2.5 155 2 73 87 247691 GRIDL]]qEA-6.5 245B 28 400C 27 5.50 2.5 154 73 87 247691 * 245C 28 400C 27 5.50 2.5 155 73 87 247691 INC. CONE S~IT SH~R ~: ~ ~ ~~~, ~. CONE CONE 4 5 SH~R S~IT - lrerracon C¢'~RESSIYE STRENGTH TEST REPORT - In accordance with ASTM C 39 PROJECT: ExceDt where noted 17943001 DA3~ (l%sr: 05/05/94 M J E~SI~S DIS/lqIB[3]/If~q 500 AI~JNE [lq~qE ~ q~uI;D: 06/02/94 [2~]]E Et~U~l~l]: 06/02/94 CI_~ENT: IRV//%~, TEXAS 75063 r~D~xt: 6'~[12" Oyl. (28.27 Sq. In.) ~ >- 0 _ -- ,,, i..u ~ ~: i- FLOf~ SLAB 221A 7 129220 4570 400(2 6 3.50 3.5 155 3 69 77 238228 POJ~ ~ 221B 28 158760 5620 400C 27 3.50 3.5 155 1 69 77 238228 GRID ~ A-11 221C 28 157460 5570 400C 27 3.50 3.5 156 1 69 77 238228 FID(~ SLAB 222A 7 315240 4010 400(2 6 3.50 154 3 78 85 238245 B2[~ ~ 2~2R 28 130320 4610 400(2 27 3.50 155 2 78 85 238245 GRID L]/qE P.3-17 222C 28 132160 4670 400(2 27 3.50 156 1 78 85 238245 COMMENTS: X /~ ~sEND REPORTs TO:____ __ ______ cc: JAMES, HA~SIE~( + PAR]/q]~S, INC. CONE SPLIT SHEAR cc: ]~ ~ ~, ~. CONE CONE 5 S~IT