Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Vista Point II-CS041124
Transmittal Cover Sheet Detailed, Grouped by Each Transmittal Number Vista Point II Project # 4045 Tel: Fax: Date: 1tl22/2004 Reference Number: 0005 Transmitted To Lany Davis City of Coppefl 255 Pan. ray Boulevard Coppell, TX 75019 Tel: (972) 304-3679 Fax: [] Acknowledgement Required Package Transmitted For As Requested Item # 03o7 Item Reference 001 5.0 Concrete Mix 4045 Designs 002 8.0 Utility Concrete 4045 Mix Designs Description Transmitted By Brandon Perdue Cadence McShane Corporation 14860 Montfort Drive, Suite 270 Dallas, TX 75254 Tel: (972) 239-2336 Fax: (972) 239-1214 Delivered Via Tracking Number Hand Notes Status Sent Concrete Mix Designs for: Tumlane Paving, piers, Tilt Wall Panels, Walks/Paving, Caps, GB, Blab and Curbs Ultflty Concrete Mix Designs fo~ Curb inlets, Grate inlet Boxes and "Y' Inlet Boxes Sent Cc: Company Name Jackson-Shaw Company Cadence McShane Corporation Cadence McShane Co~pomtJon Rema~s Contact Name Co~JesN~ CRoh ;s:;l~::;ovG;~dner Ga~/Stephens Signature Signed Date Pmlo~ Manager Pdnted on: 11/23/2004 Texas Main Page Sent By: SOUTHERN STAR CONORETE; 817 625 5580j Nov-17-04 10:21AM~ Page 2 8505 Freeport Pkwy N. Ste 200 Irving, Texas 750~3 U.S.A. Tel: (972) 62%0345 Fax:(417) 46g-1387 [ ' ' CONCRE .... j FORMAL MI~ DENIGN FOR READY MIX TE ROJECT: j CoRpe//-.V/s~a pO/hi ' " MIX DESIGN #: I 967f MIX SPECIFICATIONS ......... ~ ~ ~o*NGTH: !~ ~ SACK CONTENT; 8. ,, 4-,,,.,V, , ' AiR CONTENT: 3%-~% '" W/C RATIO' (GAIJSACK) 3,,6. ¥/C RATIO (L~I~B} 0 33 .... MAX. TEMPERATURE: AC1305R ......... CONCRETE MUST BE SAMPLED PER ASTM C. '/72. TEST SPECIMENS MUST BE MADE AND CURED PER ASTM C- 3f . MATERIAL A~TM ,STANDARDS ~ CEMENT ASTM C - t50 TYPE i/11 T52 LBS. CEMENT FLY ASH ASTM C -§18 TYPE *C' 0 LBS. FLY ASH gOARSE AGGREGATE ;OARSE AGGREGATE 3OARSE AGGREGATE =OARSE AGGREGATE ~,OARSE AGGREGATE :INE AGGREGATE :INE AGGREGATE ASTM C - 33 3/4" 0 LBS. C.A. ASTM C - 33 1" 1877 LBS, A~TM ¢ - 33 I 112" 0 LBS, C,A. ASTM C - 33 5 LBS, C.A, ASTM C - 33 SAND 1080 LBS. SAND ASTM C -33 SA~ 0 LBS. SAND JGHTWEIGHT AGGREGATE AGTM C - 330 0 LBS. LT. WT. ~DMIXTURJE ASTM C - 494 TYPE A OR D 30.1 O7_ ADMIX_ :ADMIXTURE ASTM C. 494 TYPE A ' (MID) 0 07__ ADMIX. ADM,X .E r,c- o ADMIXTURE ASTM C - 260 WATER 246 LBS. WATER PLEASE SEND THE TEsT RESULTS FROM THIS PROJECT TO THE QUAUTY CONTROL DEPARTMENT, IQUALITY CONTROL DEPARTMENT 240 SINGLETON BLVD, DALLAS. TEXAS 75212 TEL: (214) 651-8020 FAX: ~214~ 65t-1810 11/2~/2004 14:34 2144410574 SOUTHERN STAR CONCRETE; MASTER CONCRETE 817 Q25 5580,; Nov-~2-04 Irving. Tmum U~ T~: I~) ~1 ~ PAGE Page 04/05 ~_I!MP: ~ L~,TIO !'~.?, 04~ ,,, iiJ,_~ TEMII~I~. TUNE ..... ,,A~,, 13ear ,, , CCWCRETE MLI~T M. ~ PERAS~M C. TL~T SPECMEN~ MUST BE MADE AND CURED PER ASTM C . RNE MOATE ~INE AI~GI~-GATE IDMEXTURIE M:)MIXTURE' M:)M~"TURE DMIXTURE A,II'M ¢-33 Mm c .aM TYPE A(N~O Mm c.,M-rw~ ~(mD) Mm c. ~o F OR. (HNm) MT?J' C ,. MO AIA n ,,LBS. C;.A. 1Ma tbs. C.A. 0 .. LJa~.G,A. ,o 0 LBS. ~llTdO 0 L.B~ I.T. WT. 14.1 OZ. ADMIX. 0 OZ. N~MIX. o oZ. dd~Ml. Jr, 366 I ma) WATI~R P/..F.A~E S~D THE TrOT RE$~L'~ ~ TH~ PNOJECT TO THE MMUTY CON'/~O/. DEPARTMEMT, laum~rYc'ONTnOL dEFAm~E~T'" I IZ4O mtwi. c~oN BLV~. I MASTER CONCRETE Nov-~-04 PAGE Pag~ MIX No.: 8337 8~,tt~m ~,r Concr,~. mc. ~)ntnK~. v~ Lib: veflou~ · ~'Z'I/2~G4 ~ 4.75 5/21/2004 87 4 &~21/2004 ~0 4.76 WI4/2Q~ ~O a/17/2004 82 6.26 e/23/2~4 ~0 e/24Z2004 ~ 5.25 ~ ~ S.25 ~ gl S.S ~ ~ 4.S ~ ~ 4.~5 ~ ~ 5.75 ~ 93 4.5 ~ ao 4.S ~ 70 S ~ 82 ~1~ 83 4.75 ~1~ 70 S WI~ ~ $ Wl~ ~ 4.7~ ~ Devlmion: ~ AcJ s.3~1 Requinm~ average st~no~. (1) mOM ?..8Day 3 Cord. Jcuti~a : 2990 $14~ 4820 4580 41~ 4488 ' 3470 3800 4410 4320 4,.w,"'"S : 3d~ 383O 4170 ~ 4220 4397 : 3700 ~770 4790 4420 4~OS 4307 · 3870 3e7o 4860 5odo 4~46 : amlo 3Om) 4MO 43~ 44eS 4672 · MOO 3800 488o 4~o 4805 4758 2MO 2930 4~00 3~O 4176 4512 27m3 Z/aG 4080 3~aO 3885 48ta · 3Glo 338~ 4270 4440 43Gs 4138 · 4680 4680 6690 8470 6530 4r~ 4330 4330 S2Se 51~o S220 ' 3170 3170 4Me 4380 ~ S4O~ : 4530 4530 81 O0 81 ~JO 8125 .3370 337(} 4,~00 42~0 4230 4040 · 3510 3510 8040 4t'M 4~ 4803 .2GSQ L~SQ 4080 4030 4000 41'15 .3110 3110 41aQ ~ 4215 4t10 : 3300 3380 4~eO 42BQ 4~40 4~7~ ' '4890 mOOO 4370 4300 4305 4273 : 2120 ~820 5010 4Oto 4060 4622 · 34t0 34t 0 4770 4820 4796 4707 : 36t O 3610 4080 4540 4~00 47~S : 3390 3390 4220 4540 4380 12a30 2030 3.100 32OO 32~0 4~77 ,3.600 3~00 SiJeO 546O SSSS : 4300 4,~ 5200 4980 6095 4~ · 3010 3010 425O 425O 4260 4857 : 3220 3220 4330 4300 431 $ 4648 : 3~ao 838o 4380 442O 44oO 4.~ .3ooo 3800 43oo 44,~0 4510 4406 Sent By; SOUTHERN STAR OONCRETE~ 817 625 5580~ Nov-17-04 10:23AMj 8~05 Freeport Pk'wy IwJfl,gr Texit~ 7~ U.S.A. Tel: [~72) Page 5/22 I PROJECT: MIX DESIGN FORMAL MIX DESIGN FOR READ Y MIX CONCRETE [ SLUMP: 4"+-1" AIR CONTENT: 0 WlC RATIO GAUSACK) 5.8! ~W/C RATIO (LB/LB) ....... 0~,~,1, MAY~ TEMPERATUREi ...... ~C1 305R ............. CONCRETE MUST BE SAMPLED PER ASTM C - 172, i~,~;l' SPECIMENS MUST BE MADE AND CURED PER ASTM C - ........................ MATERIAL REQUI~i~ENTS ¥1ATERIAL ASTM BTANDARDS WEIGHTS ~-EMENT ASTM C - 1 ~0 TYPE I RI 517 LBS, CEMENT :LY ASH ASTM C - 618 TYPE 'C' 0 LBS, FLY ASH ~OARSE AGGREGATE COARSE AGGREGATE COARSE AGGREGATE COARSE AGGREGATE COARSE AGGREGATE FINE AGGREGATE FINE AGGREGATE ASTM C - ;~1 3/4" 0 LBS. C.A. ASTM C -33 1" 1840 LBS. C.A. ASTM C - 33 1 1/2""' 0 LBS. ASll~ c-33 ~ ....... o" LBS. C.A. A~TM C -33 P~L 0 LBS, C.A. ~.~TM C - 33 SAND 1448 LBS. SAND ASTM C-33 ,, SAND 0 LBS, SAND .IGHTWEIGHT AGGREGATE ASTM C - 330 LBS. LT. ~.OMIXTURE ASTM C - 494 TYPE A OR O 15.5 oZ. ADMIX. ADMIXTURE ASTM C ~494TYPE T(MID) ~OZ. ADMIX. ADMIXTURE ASTM C - 260 ~(HIGH) 0 OZ. ADMIX. ADMIXTURE ASTM C. 260 ,, ~EA , O , OZ, A.E.A~ WATER 266 LBS. WATER PLEASE SEND THE TEST RESULTS FROM THIS PROJECT TO THE QUALITY CONTROL DEPARTMENT. QUALITY CONTROL. DEPARTMENT 240 SINGLETON BLVD. DALLAS, TEXAS 75212 TEL: (2~4) 65%8020 F,UC: ¢14) Sent By: SOUTHERN STAR CONCRETE; 817 625 5580; Nov-17-04 10:24AB; Page 10/22 Mix No.: 9349 Stmngth: 4000 Agg, Size: Sout6ero Star Concrete, H'Ic. Comractor: VARIOUS Job: VARIOUS Lab: VARIOU~ Cement: 6t7 I1~, Fly Ash: lb,: Coarse Aggregate: 1~40 Ih. Coame Aggregate: lb. Fine Aggregate: ~tb. Fine Aggregate: lb. Admixture: ~oz. Admixture: oz. AEA: oz. Water. D~e TemP· 6/25/2004 93 5 5/25/2004 82 4.5 ~ 90 4.25 7/1/20O4 90 7/1/2004 80 6 7/2/2004 92 5.5 7/272004 87 4,75 7/6/2004 92 7.25 7/6/2004 90 6 7/6/2004 87 5.5 7112/2004 91 4,75 7/6/~0O4 92 7~.5 7/13/2004 90 4,75 7/14/20O4 94 4 7/27/2004 87 4 8/3/2004 96 5 6/4/20O4 92 4.5 8/5/2004 92 4 8/12./2004 93 3 8/12/2004 89 6/Z/2004 84 4 6/2/2004 86 9/2/2004 76 5 9/2/2004 86 4.5 9/2/2004 92 5 9/3/20O4 67 4 9/16/2004 82 4 9/16/2004 84 4.5 9/17/2004 8O 4 9/17/2004 84 4 9/21/2004 85 4,5 standar~ Deviation: SeS Average Strength: ,,, 83~H ACI 5.3.2.1 R~luimd average strength. {2) ,, 4516 psi 28 Day 3Consecut 7 DaY 7 BeY 28 Day 28 Day Avemoe Averaae 4150 4500 5690 5780 5735 5287 3710 3710 5380 5250 5315 5420 3390 3390 4850 4700 4775 5275 4090 4050 5990 6280 6135 5408 3910 3910 5460 5550 5505 5472 3650 3690 4610 5080 4845 5495 3740 3740 4930 4520 4875 5075 3500 3480 5090 5220 5155 4958 3180 3180 4230 4280 4245 4758 4300 4300 5570 8570 5570 4990 4200 4200 5360 5430 5395 5070 3500 3480 5090 5220 5156 5373 3970 3970 4840 4750 4795 5115 5580 5580 6190 6320 6255 5402 4750 4750 6510 6520 6515 5855 4290 4290 5600 5710 5605 6125 4320 4320 5870 5560 5715 5945 4680 4680 6210 6110 6160 5827 4320 4320 5820 5850 5835 5903 3850 3850 5070 4860 4965 5853 4960 4960 5330 5210 5270 5357 4910 4910 5t80 5000 5090 5108 4700 4700 5430 5320 5375 5245 4360 4360 5330 5170 5250 5238 3470 3470 4850 4700 4775 5133 4830 4830 G320 6030 6175 5400 3740 3740 4960 4860 4910 5287 4310 4310 4920 4830 4875 5320 4260 426~ ~60 5770 5715 5167 3040 3040 4270 4180 4~25 4938 3640 3640 4150 4120 4135 4692 8eh't; By: SOUTHERN STAB CON~HETE; 817 825 5580; ~u~,,N°~-22'04~ ~I~:69PM;m~. Page I~, T~ 7~ Tab ~97~ ~ 82/85 cOWCR~re MU~TBESAMPLEDPJ~A~lWC- FLY~ ADMIXTURE JI~MIXTURE &l~alX'rumm 'WATE~ A.~TM C. lm TYPE i/Il 4a3 LB~, CEMENT J"~'I'M C. 61i TfE 'C' · LB6. FLY &SH ASl'M c.~ ~- o LaS. CA. L~TM C. ~1 1" 1140 I.B~. C.A. Mm c. a ASiTM C - 33 p~l, blIAV~EL O' , LBS. C.A. AsTM C.3; sNm 'o ~JTM ¢ - 3.1o o I.~s. LT. WI'. ASTMC m4~ AeRO la.? oZ.,tUMIx. , FLEA~E BEND THE ~CST RE~UL~ FROM THiS/;WOJECT/O THE QUAL/TY CONTtqOL DEPARTMENT. 11/22/2004 14:34 2144410574 gent By: 80UTHE~N STAR CONCRETEj HASTER CONCRETE 817 825 5580; N0v-22-04 2;00PM; PAGE 03/05 Page ~.ut~m St.,r Corn:rote, Ina. Mix No.: 9327 Job: vadm~ ' ...... Cement: 4i3 lb. Fly am: ~ Aggregate: Fine ,,%Ogmglto: Fine ~,goregde: Ih. Adml.~'um: '~'"'"rJL"~)'~'. Average mm. : T ACI 5,3.2.1 Required average 4/111~3 a~ 3.75 4/1 ~A003 7~ 3.5 ~ 72 3.75 4/22~ 74 ~ 7; 3.7S ~ 75 4 ~17~ ~ 2.5 ~17~ 74 ~t7~ 74 3.75 ~ a~ 3,75 ~a ~ 4 ~ ~ 3.75 ~1~ ~ 4 · 1~ 73 3.75 511~ ~ 3.75 ~ 78 4 ~1~ ~ 4 ~ 78 6.75 ~ 77 ~ 77 7 ~l~s BI ~t7~3 7~ 4 ~ ~ 3 7/~1~ ~S S ~7~ S1 4_s ~ S~ 4 : 7OmV 2610 2~40 262O 273O 2700 2050 2,620 2580 2150 2540 $1S0 31~0 ze Day 3 7~.v 2~Dav ~E~av Averme A~ra~ ~ 3~ ~ ~ ~7 2e~ 3780 3~ ~ 3~5 2~ ~ ~20 ~ ~47 2~0 3~0 ~ ~O ~7 2780 ~0 a~ ~ ~ ~ ~70 ~ ~7 ~ ~o ~0 3~ ~ 47~ S~ 4~S ~0 ~ 3gi0 3955 41~ ~190 S9t0 ~ 37~ 4212 27~ ~ ~ ~ 3723 2~ ~ 3~ ~ 3~3 ~ 3730 ~ ~26 3~ ~0 ~0 ~ ~ 3757 21~ ~ ~ ~ 31~ ~ ~ 3~ 31~ ~ ~ ~S 3~0 ~ ~70 35~ ~10 31~ ~ 3990 4~ Sent By: SOUTHERN STAR CONCRETE; 817 625 5580; Nov-17-04 10:22AE; Page .3 8505 Freeport Pkwy N. Ste 2D0 Irving, Te. xn~ 7508'~ Tel: {972) 6214)345 Fa,~:(417) 469-1387 sTRENGTH: .................. 31~ ~1 SACK CONTENT: 4.~0 ~LUMP: 4"+~1" lam CONTENT: O ;~/C RA¥iO {GAL/~CK} 7.10 r~/c RATIO (~} , .......... 0.~; MAX. TEMPERATURE: ACI CONCRETE MUST BE SAMPLED PE~ ASTM C - f ?~. TEST SPECIMENS MUST BE MADE AND CURED PER ASTM C - 3f. MATERIAL REQUIREMENTS ....... MATERIAL ASTM STANDARDS WEIGHTS CEMENT ASTM C - 150 TYPE I Al 423 LBS. CEMENT FLYASH ASTM C - 618 TYPE 'C" 0 LBS. FLY ASH COARSE AGGREGATE COARSE AGGREGATE COARSE AGGREGATE COARSE AGGREGATE COARSE AGGREGATE ASTM C -33 3/4" 0 LBS. C.A. ASTM c-~3 ~ ~8,m LBS. C.~. ASTM C -33 I 1/2" 0 lBS, Cd ASTM C - 33 'GRAVEL 0 ' LBS, C.A. ASTM C - 33 PEA GRAVEL O LBS. C.A, FINE AGGREGATE AGTM C - 33 SAND 1527 LBS. SAND FINE AGGREGATE AsTM C - 33 T 0 LBS. SAND .IGHTWEIGHT AGGREGATE ASTM C - 330 0 LBS. LT. WT. ~DMIXTURE ASTM C - 494 TYPE A OR D 12.T 07. ADMIX, ADMIXTURE ASTM C - 494 TYPE A (MID) 0 OZ. ADMIX. ADMIXTURE ASTM' C - 260 ~ (HIGH) ADMIXTURE ASTM C - 260 AEA 0 07. A.E~,. WATER 268 LBS. WATER PLEASE SEND THE TEST I~SUL'r~ FROM THIS PROJECT TO T'I'fE QUAUTY CONTROL DEPARTMENT. IQU.~LITY CONTROL DEPARTMENT I 240 SINGLETON BLVD. DALLAS, TEXAS 75212 TEL: (214) SSl-aD20 F~,i,,,,~.214) 651-t810 ...... QUALITY CONTROL_-~ ...... ~ ~, JIM ELLIS · ~ , Sent By: SOUTHERN STAR CONCRETE; 817 625 5580; Nov-17-04 10:24Ak~; Page 9/22 Mix No.: 9325 Strength: 3000 Agg. Size: $outhem Star Concrete, Inc. Job: various Lab: various Cement: 423 lb_ Fly Ash: lb: Coarse Aggregate: ~""--~"'lb~ Coarse Aggregate: lb; Fine Aggregate: Fine Aggregate: lb: Admixture: oz. Admixture: oz. ~: oZ. W~er: ~lb~ 2/13/2003 §5 5.25 2830 2830 2/18/2003 58 5.5 2330 2330 3/10/2003 59 5.5 : 3480 3480 3/11/2003 64 5 3000 3000 3/12/2003 72 3.6 3540 3540 3/22./Z003 ~r5 5 13470 3470 3/26/2003 80 3.5 3120 3120 3/31/2003 74 3.75 2880 2860 4/2/2003 77 5.5 3490 3490 4/2/2003 76 4.5 3730 3730 4/3/2003 70 4 2790 2790 414/2003 77 3.75 12640 2640 4/9/2003 62 4 2880 2880 4/11/2003 67 5 3040 3040 4/11/2003 85 8 ' 2920 2920 4/11/2003 70 5 2850 2850 4/1112003 81 4 3410 3410 5/1/2003 84 5 2940 2940 5/6/2003 86 5 2750 2750 5/28/2003 79 4 2770 2770 6/28/2003 77 4.5 2790 2790 6/2/2003 88 4.5 ; 3090 3090 1/28/2004 85 3.5 3650 3850 2/5/2004 51 8 2880 2880 7/22..'2004 83 5.Z5 12430 2430 5/27/2004 85 6 : 2630 2630 7/2~2004 88 5.5 2670 2870 7/26/2004 89 5.5 3270 3270 7/27/2004 85 5.5 4060 4060 7/28/2004 86 8 3940 3940 8/27/2004 95 4 2810 28t0 Standard Deviation: 470 Average Strength: T ACI 5.3.2.1 Required average strength. (1) 3,62~;,,pst (2) 28 Day 3 ConsemJtive 4360 4260 4310 3875 3770 3700 3735 3855 3840 386O 3850 3965 3560 3530 3545 3710 4080 4t40 4110 3835 4210 4270 4240 3965 4220 4170 4t95 4182. 3740 3650 3895 4043 4380 4460 4420 4103 4700 4850 4775 4297 3570 3870 3620 4272 3730 3670 3700 4032 3830 3880 3855 3725 3710 3680 3695 3750 3570 3620 3595 3715 3590 3660 3625 3638 3780 3860 3820 3880 4140 4290 4215 3887 3640 3700 3670 3902 360O 3610 3605 3830 3720 3830 3775 3683 3960 4010 3985 3788 4790 4700 4745 4168 3830 3640 3735 4155 3820 3780 3800 4093 3640 3770 3705 3747 3830 4090 3980 3822 5360 4550 4955 4207 5110 5000 5055 4657 5120 5270 5195 5068 4280 4200 4240 4830 Sen~ By: SOUTHERN STAR CONCRETE,: i~/1~,/~. 12:~6 625 5580; Nov-17-04 10:24AM; Page 11/22 PAGE, e2. ~uA~, C cl~mF C~C CLA~F 50 Mia, on32~ s~ % 5.93 3~% M~ ~ Max. 30YeMen. 3O~Msa. 95% IO$~,,,,M~m ~M~ I~ I'~ 2.67 Sent By: SOUTHERN STAR CONCRETEj 817 625 5580~ Nov-17.04 10:25AM~ Page 12/22 ASH GROVE TEXAS L.P. STANDARD It,~Ul,~MIg/~S OFHON~L R~U~ ASI'MCLS~.~ T-~ 2 ~ 4 Sen~ By: SOUTHERN STAR CONCRETE; 817 625 5580; 6600 Freeport PkwyN. ~ 200 Fax: (459) 417-1387 Nov-17-04 10:26AB; Page 15/22 CO/iP~E AGGREGATE ANALYSISREPORT ......... i IPLANT RECV'D FROM,: ............. '/Of2 ('/I~8,) IMATERW-PRODUCERi )Han~,,~,,perch H/if Ch/co IQUANTTTY REPRESENTED: l# AVA MATERIAL8 F NER HAN NO. 200 sIEVE {kS'1'l~, C'~t,~': tl~t INITIAL DRY SAMPLE WEIGHT: 3183 GRAMS WT. OF SAMPLE AFTER WASHING: 3t64 GRAMS PERCENT MATERIAL FINER THAN NO. 200 SIEVE: 0.60 % BREVE ANALYSIS lA,TM Ct3; - 96) INDMDUAL TOTAL TOTAL AS'I~M C'-:33 RETAINED-LBS, % RETAINED % RETAINED % PASSING SPEC. 1-3/4" 0 , 0,0 0,0 t00.0 1:00% 1-112" 0 0.0 0,0 100.0 100% 1 ' 2.33 4.6 4.6 95,4 96100% 3/4" 8.84 17.4 22.0 78,0 t/2" 17.86 3~.1 57.1 4Z,$ 25-60% 3/~" 11.64 Z2.9 $0.0 20.0 NO. 4 ~.26 , 1,,~:2 ....... e&2 1.3 ,0-~0% .. NO,8 o.sg 1,2 9e.4 ....... 0.6 o.P/., ~AN 0,30 TOTAL SPECIFIC GRAVITYAND AB6ORBTION IASTM Ct27 1NEIGHT OF OVEN DRY' 6AMPLE IN AIR. (A) WEIGHT OF 6SD SAMPLE IN AIR (B) : WEIGHT OF SSD SAMPLE IN WATER(C) SPECIFIC GRAVITY ($.S.D.) ,* B/B-C = ABSORPTION =B-A/A * t00 % GRAMS GRAMS ' GRAMS TESTED BY: DATE: Sent By: SOUTHERN STAR CONCRETE; 817 625 5580; 8outhern &tar Goncmte;,Ir~, 8500 F~ P~ N. ~ ~0 I~i~. Te~s U~, Tel: (972) 621~9~ Fax: (~g) 4174~7 Nov-17-04 10:26AM; Page 16/22 FINE AGGREGATE ANAL YSIS REPORT IPLANT REG%PD FROM: IMATERfAL PRODUCER:. Harman Thm:~kw't4fle IQ~"R~pRESENTEO: # WA ; I~PL~D,B¥: ~1~ ~mO, F R THA~ NO. 200 8#~VE fASTIM INmAL DRY SAMPLE WEIGHT: WT. OF ~/IPLE AFTER WASHING: PERCENT MATERIAL FINER THAN NO. · ~ID EQUIVALENT: 47*5 GRAMS ............................ !SIEVE ANALYSIS (ASTM C156 - 961 ~ NO. ~I~NT I~ TOTAL TOTAL A~'rM C-.33 RETAiNED. GRAMS % RETAINED % RETNNED % PASSING SPEC. ~/8" ,,pro ....... O.O O.O 100'0 ,, , L 100% .... MO. 4 8.8 1.8 1.8 98.2 95-1~% ~10.8 4~.6 .......... 10.O .................... !,!,~Q ......... 88.2 80-100% NO. 16 52.0 10,5 22,2 I0. 30 107,.2 .~1,6 43,8 r~6,.2 ,o. 50 ,~o.e .~.4 so.:s ,!~.? lO..ao% NO. 100 86.7 17.5 97.7 2.3 PAN 11.3 F.M.= 2.58 TOTAL 496A ~;..pECIFIC GRAVITY AND ABSORBllON {ASTM WEIGHT OF PYCNOMETER + SAMPLE + WATER (A) = GRAMS WEIGHT OF PYCNOMETER .',- WATER (B) ,, GRAM~ WEIGHT OF OVEN DRY I~,MPLE IN AIR (C:} = ~ GRAMS SPECIFIC GRAVITY (S.S.D.) ~ 500lB + 500 - A m ABSORPTION =500-C/C = TESTED BY: DATE: MdtO3L);'t ' of 2 PORTLAND CEHENT CONCRI:i,. H~('FURE DESZGN oJ~',~w.~..~) '." w~*~.~.l ,, ~ ' .: .'w,~ : i' ILk,i.:'. ; ..... :',W~r(~=) , 10, t7' Water ~ucer (Ty A ), (~] j H~ ~n~ ~ MdlO3p3 3 of 2 9/27/04 # 400-24 Manhole Ring & Cover LID 183 lbs. RING 214 1 bs. SET 397 1 bs. REQUIREMENT 34-"x36" TH K.O.'s BOTH ENDS REBAR DOWELS CONNECTION TO PAVING 52"x32" THINWALL K.O,'s FRONT 8~ REAR 1. CONCRETE: 4500 PSI 2. REtNF,: GRADE 60 ,3. H-20 LOADING 4. MAX. PIPE SIZE 24-" I.D, 16,000# DALLAS/FORT WORTH 10' CURB iNLET W/5.0 INVERT HUGHES SUPPLLY, INC. American Industrial Pre-Cast Products P.O. BOX 365 AhVARADO, TEXAS Y6009. METRO: 817-477--5286 501 EAST BAXTER SEGUIN, TEXAS 78155 8,30-401--0555 FP,~MvIE & COVER PE Cl~ REQUIREMENT #3 REBAR CAST IN EXI~OSED FOR GUi ~.R TIE IN 30" H x36" W THINWALL K.C ALL FOUR SIDES 1. CONCRETE: 4-500 PSI 2. REINF.: GRADE 60 3. MAX. PIPE SIZE 24-" I.D. ' JGHES DALLAS/FORT WORTH 5' CURB INLET W/5.0 INVERT HUGHES SUPPLY, INC. American Industrial Pre-Cast Products P.O. BOX 365 ALVARADO, TEXAS 76009. METRO: 817-477-5286 501 EAST BAXTER SEGUIN, TEXAS 78155 830-401-0555 Inlet Rings & Covers # 184 L~d 55 lbs. ~ 184 Ring 51 lbs. . ~ 224 Lid 80 lbs. )) 224 Ring 60 lbs. # 226 Ring 75 lbs. # 228 Ring 90 lbs. # 244 Lid 100 lbs. ~ A' ~1_~-~ # 244 Ring 65 lbs. INLET LOCK? A B C H WEIGHT , # 184 no ~ - 19 7/16 16 1/2 22 1/4 4 106 lbs. · # 184 L yes // 224 no 23 3/8 21 3/4 26 1/4 4 140 lbs. # 224 L yes # 226 no 23 3/0 21 3/4 26 1/4 6 155 lbs. # 226 L yes # 228 no 23 3/8 21 3/4 26 1/4 8 170 lbs. # 228 L yes # 244 no 25 1/4 24 28 3/4 4 165 lbs. 6-18"x50" IRON FRAME & GRATES VARIES K.O. PER JOB REQUIREMENT ~ 0 0 0 0 0 0 0 4'-0'--18,641# 1. CONCRETE: 4500 PSI 2. REINF.: GRADE 60 5. FRAME & GRATE SUPPORTED BY 4" I-BEAM 04698 6-GRATE INLET 5'-0"x8'-0" I.D. American Industrial PCe-Cast Products, Inc. P.O. BOX 565 ALVARADO, TEXAS 76009. METRO: 817-477-5286 501 EAST BAXTER SEOUIN, TEXAS 78155 210-401-0555 VARIES ;$0" CAST IRON FRAME & GRATES .t(.0. PER JOB REOUIREMENT 3'-0" -- 10,900~ 4'-0"-- 13,317# 1. CONCRETE: 4500 PSI 2. REtNF.: GRADE 60 3. FRAME & (;RATE SUPPORTED BY 4" I-BEAM 04698 4-GRATE INLET 5'-0"x5'-0" I.D. American Indus[rial Pre-CasL ProdueLs, Inc. P.O. BOX 365 ALVARADO, TEXAS 76009. METRO: 817-477-5286 501 EASf BAXTER SEGUIN, TEXAS 78155 210-401-0555 VARIES .3-18"x50" CAST IRON FRAME & GRATES k.O. PER JOB REQUIREMENT 1. CONCRETE: 4-500 PSI 2. REINF.: GRADE 60 3. FRAME & GRATE SUPPORTED BY I-BEAM 4- -0 --12,655# 3-GRATE INLET 1 '-8"x8'-0" I.D. ~'~a~~' GHEs HUGHES SUPPLY, INC. American Industrial Pre-Cast Products P.O, BOX 365 ALVARADO, TEXAS 76009. METRO: 817-477-5286 501 EAST BAXTER SEGUIN, TEXAS 78155 830--401-0555 WT. BASE--4000# WT. TOP-- 1500# Y-INLET Y-36 · Y-O"xS'-O" I.D. HUGHES SUPPLY, INC. American Industrial Pre-Cast Products P.O. BOX 565 ALVARADO, TEXAS 76009. METRO: 817-477-5286 501 EAST BAXTER SEGUIN, TEXAS 78155 830-401-0555 1. CONCRETE: 4-500 2. REINF.: GRADE 60 5. MAX. PiPE SIZE .'.'50" I.D.R.C.P. 4. EXTENSION SECTIONS AVAILABLE