Loading...
Amberpoint BP-CS030221T H E C 1 T Y O F COPPELL ~ ~ ~ T O F x A S , a 9 ENGINEERING DEPARTMENT FAX COVER SHEET P.O. Box 478 255 Parkway BNd Cappell, TX 75019 Phone: (972)304-3679 Fax:(972~304-3570 T~ ~ K K ~()1.~ 1~'t F~1 From: L.r-'r1GYC.4 '~.-~ H ~ l J Fax: ~ 14 /x2°19 - 4~,,~~ Date: ~ , ~~ ~ 4 3 Phon/e:T ~l r , A Pages: 3 (inGuding cover sheet) CC: >~ ~~~ ivT Pti~~G Ex ~. ^ Urgent ^For Review ^ Please Comment ^ Please Reply ^ As Requested •Comments: IF YOUDO NOT RECEIVE ALL OF THE PAGES PLEASE CALL (972) 304-3679 "Cuy oJCoppell Engineering-Excellence By Design" ioneer International; !. !'3 iT IF rl ~~~ \~ 817 828 9834; N Conan c.M~.t, inc. A606 ryr•pett Pkwy N. Sh 400 !~.:.. T60~3 u.a.A. TN: ~ i41-0a46 R.:tl•l~i1 ss~-0sao Jul-1-02 11:07AM; Page 4 ' October , ER oZ T = OOPPELL ~: .PAVING _ - CaNV'CRlIEilUSTBES/lA1Pl~~ED PER TEST SPEG'6flNS MUST BE MADEAI~ Y A&H AGGREGATE AGGRE+OAT@ AGGREGATE AGGREGATE C-l74. tED PER AST1N C - 91. ssTM ~'TANQ ASTM C - 460 TYPE ~1-~11~~ AsT'M ~ - s~ a TYPE ~,~ AST'M q - as AsTM Q - u AsTM ~ - as sna ASTAA t$ - 6] AQOREGAT'E A>sTM O - aa0 ASTiN ASTM .494 TYPE A of D -400 NPE ~ ,~~-L < 1~ . ~I.BS. G6MENT ~ ~IJ O 10~ I.BS. FLY AS FN " ~ ~~ trod ca LES , . . ~~ L88. C.A. ~j(.~ ~n~ tied. sANO:: ~~ ...r..~.... t.BS. SAND .. LBB. LT. WT. OZ. ADMD(. '_"3="'"oz A.E.A. 4a! LBS. WATBR PLEASE SEND THS TEST RESULTS 8R0 N. HaUSTON 87REET FT. WORTH. TEXAS T'610A TEL:t6iT)!Z6''600 TTIIS PROJECT TC TF~ f?UALRY CANTROL QEPART~IIT. .,,.,. _..._......__..,._, ,.. , .,~., o~.,~, vu~- ~ -vc ~ ~ .~o.,m, rnye art ~ Mlx No.: 7768 Strength: ~"~ Hanson South Central Controls Controdor vatl9ue .egg. Size: ~ Cement: 414 Ili. Fly Ash: ~` ~. CoarseApprepate: ~Wltl, Coarse Apprpate: ~~"` Nl. Fine A9gnpala: ~~~1r. Fine A9proQate: ~..~ Itf. Atlmixlun: ~$;~ ~ 08. Admbduro: o>'. AEA: r~"ot Water. ~Itl. ~~ D.l~ 1emo. MP ) Dav 818!00 88 2.75 ' 3760 3110100 85 4 ;3873 3/101'00 04 3.5 :4849 3/101c10 82 4 :37!!0 3!13100 t35 5.5 >:9979 3113100 1315 3.5 ;9487 a/1a100 88 2.5 4520 3114N0 84 2 4190 9/15100 88 3 ;3430 9115100 85 3 ~ 4290 3/15100 85 5 s 3900 9117/00 06 4 ~ 4088 9147/00 05 4.5 :4880 3/17100 88 5.5 ;4610 3110100 08 4.7b SWO 9/Z0/00 67 a.76 :4810 9fZW00 05 2 ;5020 3121100 8B 3 ;4670 3!22!00 69 4 :9970 3/22100 T1 3.5 ;3620 ' 9122100 7S 26 ~ 4880 9/2?100 76 9.5 5140 3122100 78 2.75 ':4740 3!24100 55 4 :4320 3/24!00 60 5 >°3990 9~41t10 69 4.5 ;4070 9124100 59 4.25 ;6020 4/24A0 ss a.25 ;9410 412N00 54 4 ; 3580 8W 000 94 3 ? 9720 81ZO100 91 2 ;4550 -• -" " Job; Lab: ous Standard Derriation: ti36 Aventtpe Strength: -~~ ACi 5.3.2.1 Requlrod average strength. `~ 4>16 sir ~~i~~~ 28 Day 3 Consetut 7 Dav 2a Dalf 28 Dav d1rA[OQ4 A!C@[EG9 3906 5076 4452 6014 8714 5076 4952 5014 5485 470.9 8349 8298 8323 5450 8902 5103 6182 5143 6493 4088 5184 6808 5235 5587 3449 4545 4457 4501 4980 4590 5720 6800 5780 5185 4194 5310 6180 6246 8189 3350 4840 4540 4590 6198 4320 3220 5440 5990 5055 4100 4850 4850 4850 4923 3997 5324 5200 5202 5147 4790 5260 5870 5315 6142 4470 5050 6170 6110 6229 4780 6630 300.0 6756 6398 4670 5750 5880 6015 5500 4030 0090 0100 0096 5888 4420 6470 5590 5630 5013 3880 4690 5020 49!15 5527 3780 4x10 4890 4780 8078 4630 5820 5710 6806 6123 5000 5550 5070 5010 5942 4180 5800 6080 5780 5988 4320 5570 5700 5688 5858 4080 4070 4780 4715 5380 4140 4590 4720 4825 4892 4950 5970 8140 0066 6132 9410 4190 4090 4140 4940 3$80 4650 4770 4060 4452 4240 5210 5920 5266 4008 4890 5790 8280 8020 5315