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Park Meadow-LR 860325
SAPI ANtOt~lf) DAl.U~S ~"'~ TEXAS TESTING LABORATORIES INC. [~~I(~ Q ^* gbmbis and E~MSSrs II lfll ~ ~J Report of: For: Project: Samples: Test Percent No. Moisture In Place Density Tests Utilizing Nuclear Gauge Austin Paving Carl~any Meadow Park II P-7597 PORT iNORTH ,~., ~~ • ~` V ~~ y Taken by a representative of Texas Testing Laboratories, Inc. on 3-25-86 Percent of Dry Density Loca= s 1 18.9 97.5 Sta.# 1 + 50 Clearhaven 2 18.1 97.8 Sta.# 4 + 00 " 3 18.6 97.5 Sta.# 6 + 50 " 4 21.3 95.9 Sta.# 1 + 00 Stillforest 5 22.7 96.2 Sta.# 3 + 50 6 22.2 96.1 Sta.# 6 + 00 " 7 21.9 96.5 Sta.# 8 + 00 " 9 22.0 97.8 Cul de Sac Willowbetxl Proctor Used: Maximum Dry Density: 101.2#/c.f.. Dark brown clay w/lime Optimtan Nbisture 19.8$ Respectfully suYmitted, ~~ TEXAS TESTING I.~BORA~RIFS, INC. 2-Austin Paving (b. 2-Ginn, Inc. Lab No. 86-7597-32-6 ~,, ~"`~ SAN AP41 <3;JIC+ TEXAS TESTING LABORATORIES, INC• d'~e1j~O,~Y Chemists and Engineers ~ ~+ ~ `~ (~ ~ ~ , ~ ~ Report of: Gradations of Lime Stabilized Soil For: Austin Paving Co~any Project• Meadow Park II P-7597 S~les• Taken by a representative of Texas Testing • Laboratories, Inc. on 3-25-86 Location: See Below Sample ~ Passing No. #4 Sieve Location 1 63.9 Sta.#13 + 50 Moore Road 2 63.1 Sta.#10 + 50 " 3 62.7 Sta.# 7 + 50 " 4 63.8 Sta.# 4 + 50 " 5 63.5 Sta.# 1 + 50 Re lly submitted, TEAS TESTING LABORATORIES, INC. 2-Austin Paving Co. 2-Ginn, Inc. Lab No. 86-7597-32-7 152 S. GOOD•IATIMER EXP. t P. O. 80X 211 J DALLAS, TEXAS 75221 I AC 21~ 42l-~~l1 /METRO 263.113 ,~'~ ~"`~, ~r~~~~ TT~S~~~~~I "~ IIALmJ~~-LC~J~S~J~S~ ~J~I~•. :~,,:.,~o, dp ~, • ~`f 1.1 ~ `~~ Date 3-25_-86 / Design No. 1 tit, ~_ CONCRETE MIX DESIGN ~''a,",o'' 3000 psi FOR A 'n 'n PROJECT Park Meadow Section 2 P-7597, Coppell, TX REQUIRED 3000 psi @ 28 days, 5 0 sks cent /c y concrete _ _ __ Max C.A. 1' ", sl 3" Ory Rodded Specific Absorption Organic MATERIALS: Gravity Matter Cement: ape I 63 2 Ok F.A. 0-#4 Trini ty Sand . 2.65 Ok I.A. C.A. 0-#4 Trini ~~,~_#4 Tri ty Mfq. Sand _. nity Cr. stone` 102.9 _ __ 2 64 __.__- - Adm i x ~,y c'-260 Seive F.A. F.A. Seive C.A. $ Retained I.A. $ Retained Size $ Retained $ Retained Size Co mb. 70/30 4 3 2' ~ - 8 17 1-1/2" l .. 12 - 30 r 3/4" -- 31 50 84 1/2" 61 100 96 3/8" 77 - '-'-- No . 4 96 F.M. 3.05- _ 7.04 ___._._ Passing 200 1.2~ BATCH PROPORTIONS: 5.0 Sack Hatch Moisture 1.5111 Cu. Yd. 5.0 Sack Batch Absolute Vol Material by Weight $ Batch Wet Wts. . Cement y1~ 970 710 2.3911 c f F 1 y Ash Lq. ~ ~1~ -------- 0 891 30~ 5 1414 . . 5.4312 c . f . F.A. A I , ty~~ ---~-~ ~ 5.2 85 612 ---- 2.3277 c . f . '- . . _ 3 0 9 2 g g . f . 11 C . A . Water 1959 242 29.0) -- 6 ---- 267# (32.1) 3.8782 c.f. f c . . 1.0800 Admix AEA for 4~ Air ~ 596 27.0000 c.f. 3947 ~- Fresh Unit Weight: 146.2 Respectfully Submitted: TEXAS TESTING LABORATORIES, INC. ~• `~/~ Gz~ L,ab # 86-7597-31-1M Mark S. Mayo e n snv ev ~ nee ~ aR TEXAS 76421 / AC 411 44S•~~~1