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Amberpoint BP 2R-CS060117
21465022?9 81/'17 2'8~8 16:31 21461:~227q [ ONCRETE, LTD. Concrete Contractors PAGE Golden Trowel Award Winner FAX TRANSMITTAL COMPANY: 'J PHONE NUMBER: DATE: TOTAL NO OF PAGES INCLUDING COVER: SENDER'S PHONE NUMBFiR: RE: YOUR FAX NUMBER: IF THERE ARE ANY PROBLEMS IN THE TRANSMISSION OF THIS FAX PLEASE CALL (214) 630 2191. [] URGENT R REVIEW [] PLEA81~ COMMENT l-'l PLEASE REPLY [] PLEASE RECYCLE 4820 Gretna" Dallas, Texas 75207 · Office 214-630-2191 · Fax 214-689 1066 81 "17./2'FJ06 la: 2rl 2146302279 PAGE 02 Potter Concrete, £ TD. CLIENT: Rogers O'bdan DATE: PROJECT: Amberpoint 4~5 & 6 mx 7?2 INTENDED USE: 7 Paving IRep°rt 11/30/200§ M8790070 i~GN SPECIFICATIONS · SLUMP: ~NGE I M~. AIR CONTENT % 3 - 6% WlC ~TIO: 5.46 GA~SK M~ TEMPE~TURE: 9S *F ,. COARSE AGGREGATE 1" Cr Stone Hanson Lake BP FINE AGGREGATE 0 - ~ Conc. Sand Tdni~ Decatur Admix - ASTM ~94 IC260 Ye~ Weight # Estimated I Cu Yd 1 CU YD ICy Yd SP GR SSD Abs. Vol. Batch Cement - Type I I II 3.1§ 517 # 2 830 C.F. 517 Fly Ash - Class "C" 2.72 0 0 000 0 C. Agg. 2 61 1880 11.543 1880 C. Agg. 2 65 0 0 000 0 F. Agg. Natural Sand 2 56 1193 7470 1241 WATER # 1 250 4008 202 Admixture, C.a,9~, A or D 18.5 oz 15,5 Entrained air % 5.0 3.4 oz I 350 3.4 Entrapped air % 0.0 0000 0 3840 # 27 000 C.F. 3840 Total Est. Sand Moist. ~%) Fresh Unit Weight Fly A~h, % of Cementitious Mat. C. Agg. as % of Total Agg. GC Approval 4.0 142,2 #/cf 0 O0 6117 % Potter Concrete ~ ~tt Sajlclers, Potter Concrete-OC ~AX 214-689-1068 F1/]7...'208E, 16:31 214R302279 PAGE 83 Potter Concrete, LTD. Concrete Compressive Strength Summary Mix No. 7752 Project Name: Miscellaneous Supplier: Potter Concrete DeslgnlRaqulred f.' 3600 (psi) Test Cylinder Age Dam S~um~ Conc. %Air Cyl. Comp Comp Average 3 Set No. Number (days) cast Tamp Dia. Strength Strength Strenght Mov "F (In~ ,I~)si) (pel) (pall ., A~ 'g/1 oo3 1 1 28 4,00 64 5.0 6 4710 4990 4850 0 2 2 28 5/12/2003 4.50 78 4 9 6 4610 4910 4760 0 3 3 28 5/12~2003 500 80 4 7 6 4860 4520 4690 4767 4 4 28 5tlQ/2003 4 25 82 4.3 8 4590 4410 4500 4650 5 5 28 6/12J20O3 4.75 84 3 9 6 4360 4210 4285 4492 6 8 28 5/1 ~/2003 4 50 84 4r 1 8 4490 4340 4415 4400 7 7 28 5/12/2003 5 O0 83 4,0 6 4570 4580 4575 4425 8 8 28 5/12]20~3 4 25 85 4.2 6 4720 4670 4695 4562 9 1 28 0/23/2093 3~50 83 22 6 5290 5170 5230 4833 10 2 28 6/23/20O3 4,00 85 1.9 6 5050 4860 4955 4960 11 3 28 6/23/2003 4,25 88 4 5 6 4350 4480 4415 4867 12 " 4'" 28 6/23/20o3 4.75 88 3 9 6 '4160 4180 4170 4513 13 5 28 6/23'2003 4.25 87 48 6 4770 4790 4780,, 4455 14 6 28 8/23/2003 4 25 68 4.0 6 4860 5170 5015 4655 15 7 28 6/2312003 3 75 89 4.3 6 4360 4230 4295 4697 16 1 28 6.,'27/2003 4 50 84 3.2 6 4930 4830 4880 4730 17 2 28 0/2712003 4 O0 86 3.5 6 5020 5260 5140 4772 18 3 28 6/27/2003 5 O0 87 3.1 6 4280 4.410 4345 4788 19 4 28 6/27/2003 4.50 86 3.2 '6 5080 5220 5150 4~'78 20 5 28 6/27/2003 5 O0 84 3 7 6 4850 4880 4865 4787 21 6 28 6/27/2003 5 O0 86 3 2 6 4970 4640 4805 4940 22 7 28 6/27/'2003 5 O0 85 3.0 6 4380 4320 4350 4673 23 I 28 6/28/20O3 4 00 84 3.3 6 5210 5300 5255 4803 24 2 28 6/28/2003 350 85 3.1 6 5280 5240 5260 4955 25 3 28 6/28/2003 4.00 86 36 6 5260 5090 5175 5230 26 4 28 6/28/2003 5.00 84 3 5 6 4470 4470 4470 4968 27 5 28 6128/2oo3 450 86 3 I 6 4280 4190 4235 4627 28 6 28 0128/2:003 5.00 86 3 7 6 4520 4500 4510 4405 29 7 28 6/28/2003 ... ,500 86 3.0 6 4420 4580 4500 4415' 30 1 28 7/15/2003 4 60 88 3 7 6 4370 4500 4435 4482 31 2 28 ,'/15/2oo3 5 oo 89 3 9 6 4370 4250 4310 4415 32 3 28 7/15/2003 5 00 88 4.1 6 4200 3930 4065 4270 33 4 28 7/15/2003 500 89 4 0 6 4060 4220 4140 4172 34 5 28 7/15/2003 4 50 90 3 2 6 4070 4130 4100 4102 35 1 28 7/2112003 4 O0 89 3.1 6 4250 4240 4245 4162 36 2 28 7/21/2003 4 50 89 3.4 6 4070 4010 4040 4128 37 3 28 7/21/2003 4 00 89 3 0 6 4050 3930 3990 4092 38 4 28 7/2~/20O3 5.00 91 3.7 6 3820 3880 3850 3960 39 5 28 7/21/2003 5.00 92 3.9 6 3680 3750 3715 3852 40 6 28 7/21/20o3 5 O0 92 3 0 6 3870 3940 3905 3823 41 1 28 7/23/2003 5.00 88 L 3.3 6 4560 4540 4550 4057 42 2 28 7/23f;'ZO03 5 O0 89 3 8 6 4130 3950 4040 4165 43 I 28 7/24/2003 4 50 86 3 7 6 4400 4350 4375 4322 potierstetT752 XL$ Page 1 01,172806 1~,: Jl 214~, ',u7279 PAGE 84 Concrete Compressive Strength Summary Mix No. 7752 Project Name: Miscellaneous Supplier: Potter Concrete Design/Required f¢' 3600 (psi) Test Cylinder Age Dat~ Slump Conc, % Air Cyl. Comp Comp Average 3 Sat No, Number (days) Cast Tamp Dia. Strength Strength Strenght Mov 'F (in) I~ll (psl) , (l~i) AVR 44 2 28 712412003 5.00 86 3.7 6 3860 3930 3895 4103 45 3 28 7/24/2003 5,00 86 4,0 6 3680 3680 3680 3983 46 4 28 7/24/2003 4 50 8g 3 5 6 3830 3870 3850 3808 47 5 28 7f2412003 5.00 69 3,8 6 3660 3670 3665 3732 48 6 28 7/24/2003 5.00 90 4.0 6 3990 4070 4030 3848 49 1 28 3/17/200§ 5 50 55 4 9 6 6020 5950 5985 4560 L 50 2 28 3/17/2005 4 50 56 5 I 6 6230 6430 6330 5448 51 3 28 3/17/2005 2.00 57 3,5 6 7990 7620 7805 6707 52 4 28 3/17/2005 5.00 58 4.5 6 4430 4600 4515 6217 53 5 28 3/17/2005 7 O0 60 5.1 6 5340 5210 5275 6865 54 I 28 3/23/20O5 5 00 62 5 0 6 5600 5680 5640 5143 55 2 28 3/2~2005 7 O0 55 5.2 6 5050 5130 5090 5335 56 3 28 3/23/2005 350 61 5.1 6 6080 6010 6045 5592 57 4 28 3/23/2005 6.00 62 3.8 6 5840 5310 5575 5570 58 1 28 3/25/2005 5.50 70 4.2 6 7410 6310 6860 6160 59 2 28 3/25/2005 5 50 70 4 3 6 6410 6280 6345 6260 60 3 26 3125/2005 5 75 71 4.0 6 5410 5560 5485 6230 61 4 28 3/25/2003 5 25 70 4.2 6 6830 6700 6765 6198 62 5 28 3/25/2003 575 70 46 6 5230 5300 5265 5838 63 1 28 4/14/2005 4 O0 69 5 2 6 5120 5010 5065 5698 64 2 28 4/14/2005 4.75 69 5 8 6 ' 5110 ~350 5230 5187 65 ;3 28 4/14/2005 6.50 74 5 9 6 4670 4610 4640 4978 66 4 28 4/14/2005 4 50 73 5 8 6 4800 5070 4965 4945 67 5 28 4/14/2005 4 O0 70 05 6 4750 5010 4880 4828 68 6 28 4114/2005 4,50 72 5 6 ' 6 4910 4830 48¢0' 4905 "N" 68 Std 800 Avg 4795 Max 7805 MIn 3665 ACl 318 - Building Code, Chapter 5 ACI 301 - Chapter 4 - Concrel~ Mixtures fcr = f'c + 1.34ks fcr= + 2.33ks - 500 or tf "k" < 15 cylinder sets f'cr -- f'c + 1200 psi f'cf = 3600 + 1.~4 x 800 = 4670 for - 3600 = 2 33 x 800 - 500 = 4960 f'cr = 4960 psi Marqll~ of Perfgrmence = Av~ psi - fcr =4800 - 4~0, = :'!60 I~i ~ottarst~t7752 XL$ Page2 -, -, ..... q PAGE 85 (,.) I' lsd e^~sseJdruoo 81/17/2806 1¢,:31 2146382279 PAGE 86 FUGRO CONSULTANTS LP 2880 Vlrgo Lane; Dallas, Texas 75229 PI3 (972) 484-8301; Fax (972) 620-73~8 CLIENT: PROJECT: SIEVE ANALYSIS OF AGGREGATE MATERIAL Poffer Concrete REPORT DATE: 10/20/05 In Lab Testing PROJECT NO; 0704-2096 LAB NO: 0704351 SAMPLE DATE: October 19, 200,5 Sample Location: Material Description: Method: ASTM C-33 Hanson Bridgepod 1'Crushed Stone U.S. STANDARD MEASURED PERCENT SPECIFIED SIEVE SIZE PASSING I 1/2" 100 I00 1" 94 5 95-100 3;4" 6,8 9 1t2" 33.0 25~60 3t8" 14 9 #4 3.2 0 10 #8 1.5 0-5 Specific Gravity: 2.61 Absorption 2 16 % Consultant EHtbr Distribution: Poffer Concrete - Matt Sanders Fil. ,' 1 ? .,' 2886 16:31 214P, 38227q PAGE FUGRO CONSULTANTS LP CLIENT; PROJECT: 28,80 Virgo L.~ne; D~lm~$, Texas 75229 (972) 484 8301: Fax(972) 620~7328 SIEVE ANALYSIS OF AGGREGATE MATERIAL Potter Concrete In Lab Testing REPORT DATE: ll/22/05 PROJECT NO: 0704-2096 LAB NO: '0704412 SAMPLE DATE: November 22, 2005 Sample Location: Material Description: Method: ASTM C-33 Trinity Decatur Sand U.S. STANDARDI MEASURED i PERCENT SPECIFIED SIEVE SIZE RETAINED r 84 2.1 0-05 #8 18.0 0-20 #16 37 4 15-50 #30 47 1 40-75 #50 677' 70-95 #100 96 2 90-100 * Does Not Comply Fineness Modulus: 2 68 23 - 3.1 Specific Gravity 2 56 - 200 0 84 Max 3.0% Walter S McMullin Fugro Representative FUGRO CONSU LTAN ~T,~ LP / Eugene .~ou r / Consul._t~ EH/bt Distribution: Potter Concrete - Jonn Harm is (Fax 214~889-1066) Ul'lT,~00E, 1E,: :1 ~14630227H PAGE 08 Potter Concrete, £ TD. 11~30~2001 CLIENT: R09er$ O'bdan DATE! P~OJECT: Amberpoi~t 4,5 & 6 'ii'IiX DESIGN NO. 7752B INTENDED USE: IT' ~avin~ w/color Report M$790072 SLUMP: ~NGE I M~. " AIR CONTENT % ~ ~ 6% WlC ~TIO: 5,46 GAUSK M~ TEMPE~TURE: 95 "F COARSE AGGREGATE FINE AGGREGATE 0 - ~ Conc. Sand Trin~ D~atur Admix - ASTM ~94 IC260 YeSes Weight # Estimated 1 Cu Yd I CU YD t Cy Yd SP GR $$D Abs. Vol. Batch Coloring Agent TBD TBD C®mant - Type I I II 315 517 # 2630 C.F. 517 Fly A~h - Class "C" 2 72 0 O000 0 C. Agg. 2 61 1880 11 543 1880 C. Agg. 2 65 0 0 000 0 F. Agg. Natural Sand 2 56 1193 7.470 1241 WATER # 1 250 4.006 202 Admixture, C-494, A or D 15.~ oz 15 5 Entrained air % 5.0 3.4 oz 1 350 3.4 Entrapped air % 0,0 0 000 0 Total 3~40 # 27 000 C,F. 3840 Est. Sand Moist. (%) 4.0 Fresh Unit Weight 142,2 #/cf Fly A~h, % of Cementltious Mat. 0.D0 % C. Agg. as % of Total Agg. 61.17 % GC Approval Potter Concrete '~tt sanders, Potter Concrete-QC Potter Concrete, LTD. Flied f<)r Mix 7752B. Mix No, 7752 Supplier: Potler Concrete Concrete Compressive Strength Summary Project Name: Miscellaneous De~lgnlRequimd 3~00 (pei) Test Cylinder Age Date Slump Conc. % Air Cyl. Comp Comp Average 3 Set No. Number (days) cast Temp Dia. Strength Strength Strenght Mov "F ~ln} (mi} (Psi) {psi} ~ 1 1 2'8 5/12/2003 4.00 64 5.0 6 4710 4990 4850 0 2 2 28 5/12/2003 450 78 4.9 6 4610 4910 4760 0 3 3 28 5/12/2003 5.00 80 4.7 6 4860 4520 4690 476· 4 4 28 5/10/2003 4.25 82 4.3 6 4590 4410 4500 4650 5 5 28 5/12/2003 4,75 84 3 9 6 4360 4210 4285 4492 6 6 28 5/13/2003 4.50 84 4.1 6 4490 4340 4415 4400 7 7 28 5/12/2003 5 00 83 4 0 6 4570 4580 4575 4425 8 8 28 5/12/2003 4,25 85 4,2 6 4120 4670 4695 4562 9 1 28 8/23/200: 3.50 83 2.2 6 5290 5170 5230 4833 10 2 28 6/23/2003 4.00 85 1.9 6 5050 4860 4955 4960 11 3 28 6/23,2003 425 88 45 6 4350 4480 4415 486· 12 4 28 6,23/2003 475 88 3 9 6 4160 4180 4170 4513 13 5 28 8/23/2003 4.25 87 4.8 6 4770 4790 4780 4455 14 6 28 8/23/2003 4.25 88 4,0 6 4860 5170 '5b~5 4655 15 7 28 6/23/2003 3.75 89 4.3 6 4360 4230 4295 4697 16 1 28 6/27/2003 4.50 84 3,2 6 4930 4830 4880 4730 17 2 28 6/27/2003 4.00 86 3.5 6 5020 5260 5140 4772 18 3 28 6/27/2003 5 O0 87 3 1 6 4280 ! 4410 4345 4788 19 4 28 6/2·/2003 450 86 3.2 6 5080 5220 5150 4878 20 5 28 6/27/2003 5 O0 84 37 6 4850 4880 4865 4787 21 6 28 5127/2003! 5 00 86 3 2 6 ~'970 4640 4805 4940 22 7 28 6/27,20o3~ 500 85 3 0 6 4380 4320 4350 4673 23 1 28 6/28/2003 4 oo 84 3 3 6 5210 5300 5255 4803 24 2 28 6/28/2003 3 50 85 3 1 6 5280 5240 5260 4955 25 3 28 6/zsfzoo3 4 oo 86 3 6 6 5260 5090 5175 5230 26 4 28 8/28/2003 5.00 84 35 6 4470 4,470 4470 4968 27 5 28 6/28/2003 4 50 86 3 1 6 4280 4190 4235 4627 28 6 28 6/28/2003 5 O0 86 3 · 6 4520 4500 4510 4405 29 7 28 6/28/2003 5 00 86 30 6 4420 45~ 4500 44'~5 30 1 28 ,'/15/2003 4 50 88 3.7 6 4370 4500 4435 4482 31 2 28 7f15/2003 5.00 89 3.9 6 4370 4250 ~,~i'O 4415 32 3 28 7/15/2003 5.00 88 4.1 6 4200 3930 4065 4270 33 4 28 7/15/2003 500 89 4 0 6 4060 4220 4140 4172 34 5 28 7/15/2003 4.50 90 3.2 6 4070 4130 4100 ,~102 35 1 28 7/21/2003 4 O0 89 3 1 6 4250 4240 4245 4162 36 2 28 7121/2003 4 50 89 3 4 6 4070 4010 4040 4128 37 3 28 7,21/2003 4 O0 89 3 0 6 4050 3930 3990 4092 38 4 28 '7/21/2003 5.00 91 3.7 6 3820 3880 3850 3960 39 5 28 7,21/2003 5 O0 92 3 9 6 3680 3750 3715 3852 40 6 28 7/21/2003 5 O0 92 3 0 6 3870 3940 3905 3823 __ 41 I 28 7/23/2003 5,00 88 3.3 6 4560 4540 4550 4057 42 2 28 7/23/2003 5 O0 89 3 8 6 4130 3950 40~6 4165 43 1 28 7/24/2003 4 50 85 3 · 6 4400 4350 43·5 4322 potter~tat7752 XLS Page 1 ~/17 2886 16:31 2146302279 PaGB 18 Concrete Compressive Strength Summary Mix No. 7752 Project Name: Miscellaneous Supplier: Potter Concrete Design/Required fo' 3600 (psi} Test Cylinder Age Date Slump Conc. % Air Cyl. Comp Comp Average 3 Set No. Number (days) cast Tamp Dia. Strength Strength Strenghl Mov 44 2 28 7/24/2003 500 86 3 7 6 3860 3930 3895 4103 z15 3 28 7/24/2003 5.00 88 4.0 6 3680 3680 3680 3983 46 4 28 7/24/2003 450 89 3 5 6 3830 3870 3850 3808 47 5 28 7/24/2o03 5 O0 89 3 8 6 3660 3670 3665 3732 ~'8 6 28 7/24/2003 5.00 90 4.0 6 3990 4070 4030 3848 49 1 28 3/17/2005 5.50 55 4,9 6 6020 595O 5985 4560 50 2 28 3/17/2005 4 50 56 5.1 6 6230 6430 63~0 5448 51 3 28 3/17/2005 2.00 57 3.5 6 7990 7620 7805 6707 52 4 28 3/17/2005 5'i00 58 4.5 6 4430 4600 4515 6217 53 5 28 3/17/2005 7,00 60 5,1 6 5340 5210 5275 5865 54 1 28 3/23/2005 5.00 62 5 0 6 5600 5680 5640 5143 55 2 28 3/23/2005 7 00 55 5 2 6 5050 5130 5090 5335 56 3 28 3/23/2005 3.50 61 5.1 6 6080 6010 6045 5592 57 4 28 3/23/2005 6'.00 62 3.8 6 5840 5310 5575 5570 58 1 28 3/25/2O05 5 50 70 42 6 7410 6310 6860 6160 59 2 28 3/;25/2005 5.50 70 4.3 6 6410 6280 6345 6260 60 3 28 3/25/2005 5 75 71 40 6 5410 5560 5485 6230 61 4 28 3/25r2o03 5 25 70 4.2 6 6830 6700 6765 6198 62 5 28 3~5/2003 5 75 70 4 6 6 5230 5300 5265 5838 63 1 28 4/14/2005 4.00 69 5.2 6 5120 501~. 5065 5698 64 2 28 4/14/20o5 4.75 69 5.8 6 5110 5350 5230 5187 65 3 28 4/14/2005 5,50 74 5.9 8 4670 4610 4640 4978 68 4 28 4/14/2005 4 50 73 5.8 6 4860 5070 4965 4945 67 5 28 4/14/2005 4.00 70 0 5 6 4750 5010 4880 4828 68 6 28 4/14/2005, 4.50 72 5 6 6 4910 4830 4870 4905 "N" 68 Std 800 Avg. 4795 ' Max 7805 Min 3665 ACI 318 - Building Code, Chapter 5 ACI 301 - Chapter 4 - Concrete Mixtures flcr= fc + I 34ks f'cr = f'c + 2.33ks 500 or If "k" < 15 cylinder sets f'cr = f'c + 1200 psi Fcf = 3600 + 1,34 x 800 = 4670 ¢cr = 3600 = 2.33 x 800- 500 = 4960 f'cr = 4960 psi Margin of Performance = Ava Psi - rqr =4800 - 4960 = -1(~0 psi potterstat7752 XL$ Page2 e!/12 2HH6 16:i:1 214E, 3H227'~ P~G~ L~ CD CD 0 CD 0 0 0 CD 0 0 0 0 lsd q~,l~ueJ~,S eA!SSeJdLUO0 8!,.,"17,'2806 16:2:1 214¢,30227'3 PaGE 12 FUGRO CONSULTANTS LP i 2880 Virg~ Lane: Dallas, Texas 75229 Ph (972) 484.8301; Fax (972) 620-7328 CLIENT: PROJECT: SIEVE ANALYSIS OF AGGREGATE MATERIAL Potter Concrete In Lab Testing REPORT DATE: 10/20/05 PROJECT NO: 0704-2096 LAE~ NO: 0704351 SAMPLE DATE: October 19, 2005 Sample Location: Material Description: Method: ASTM C-33 Henson Bridgepod 1" Crushed Stone MEASURED U.S- STANDARD PERCENT SPECIFIED SIEVE SIZE PASSING 1" 94 5 95-100 3/4" 689 1/2" 33 0 25-60 3/8" 14 9 #~ 32 0-10 #8 1.5 0-5 Specific Gravity: 2 61 Absorption 2 16 % Eugene ~rbour Consultant EH/br Distribution: Potter Concrete Matt Sanders FUGRO C©NSULTAI~-FS L? 2880 Vir9o Lane: Dallas. Texas 75229 Ph~972~484-8301: F~xf§72~6~0-7328 CLIENT; PROJECT: SIEVE ANALY$)S OF AGGREGATE ATER)AL Potte; ConcreTe In Lab Testing REPORT DATE: 11/22/05 PROJECT NO: 0704-2096 LAB NO: '0704412 SAMPLE DATE: November 22, 2005 S~mple Location: I~taterial Description; ~lethod: ASTM C.33 Trinity Decatur Sand i MEASURED U.S. STANDARD I SIEVE ,SIZE .i PERCENT i SPECIFIED ¢ RETAINED ' #.4 2 1 0 05 #8 18 0 0-20 #16 37 4 15-50 ¢~30 47 1 40-75 #50 ~57 7* 70-95 #100 96 2 90-100 * Does Not Comply Fineness Modulus 2 (38 2 3 -- 3~ Specific Gravity 2 5,5 200 0 84 fvlax 3 0% Waiter S Mcblullin Fugro Representative FUGRO CONSULTANT~/LP/ ~ ; // / Eugene U¢our / ConsulteR( EH/Dr Distribution: Pst[er Concr~.te ~ John Hams (Fsx 214.689-1066) 0L..."t7/2'006, 16:31 '21qg20'2'279 P~GE 14 Potter Concrete, LTD. M '~IENT: R c~lers O'brian ]DATE: RoJECT: Amberpoint 4,5 & 6 IX DESIGN NO. 772:3 [INTENDED USE: 5 Pav n~l Repqrt 12~/2005 MS790073 MIX IGN SPECIFICATIONS 28-DAY STRENGTH ~'~460 SACK CONTENT; ~' 6.00 / SLUMP: RANGE I MAX. [,+1- 1~' ~ J AIR CONTENT % ,..3 -~r'/,, [%,,. ~' WIC RATIO; 5.04 GAL/SK ] 0.447 # / # MAX TEMPERATURE: 95 °F COARSE AGGREGATE 1" Cr Stone Hanson Lake BP FINE AGGREGATE 0 - ti4 Conc. Sand Trinity Decatur Admix - ASTM C494 IC260 Yes/Yes Weight ti Estimated 1CuYd 1CUYD I CyYd SP GR SSD Abe. VoL Batch Coloring Agent TED TED Cement - Type I / II 3.15 564 # 2 869 C.F. 564 Fly A~h - Class "C" 272 0 0,000 0 C. Agg. 2,61 t900 11 666 1900 C. Agg. 265 0 0 000 0 F. Agg. Natural Sand 2 56 1173 7 346 1220 WATER # I 252 4 038 205 Admixture, C~,94, A or D 16.9 oz 16 9 Entrained air % 4.0 3.4 oz. 1080 34 Entrapped air % 0.0 0,000 0 Total 3889 # Est. Sand Moist. (%) 4.0 Fresh Unit Weight 144 1 ~Jcf Fly Ash, % of Cementltloue Mat. 000 % C. Agg. as % of Total Agg. 61.82 % GC Approval 27 000 C.F. 3889 Potter Concrete ' ~a~S~nders, Po-'~er C0ncrete-QC Potler Col0¢~-te would like to be Included on your mailing ll~t to receive nil concrete test FAX: 214-689-1068 U1 17~20r~6 lb: ]:1 '21~,i:U'227q P~G~ 15 Potter Concrete, L I'D. Concrete Compressive Strength Summary Fil~ ~r Mix 7723 Mix No. 7752 Project Name: Miscellaneous Suppll®r: Potter Concrete D~ignlRequired f~' 3800 (psi) uce 4000 1/2 sack of ceme,,t has been added for the extra 500 Tsst Cylinder Age oate Slump co.c. % Air Cyl. Comp Comp Average 3 Set No. Number (days) Cast Teml) Dia. Strength Strength Strenght Mov °F (in) (p~i) (psi) (psi) Avo I '1 ' 28 5/12/2003 4.00 64 5 0 6 4710 4990 4850 0 2 2 28 5112/2003 4 50 78 4.9 8 4610 4910 4760 0 3 3 28 5fl 2/2003 5,00 80 4,7 6 4860 4520 4690 4767 4 4 28 5/10/2003 4 25 82 43 6 4590 4410 4500 4650 5 5 28 5/12/2003 4 75 84 3 9 8 4360 4210 4285 4492 6 6 28 5/13/2003 4.50 ~4 4 I 6 4~90 434.0 4415 4400 7 7 28 5/12/2003 5,00 83 40 6 4570 4580 4575 4425 8 8 28 5/12J2003 425 85 4.2 6 4720 4670 4695 4562 9 1 28 6/23/2003 3 50 83 22 6 5290 5170 5230 4833 10 2 28 6123/2003 4 O0 85 1.9 6 5050 4860 4955 4960 11 3 28 6/23/2003~ 4.25 88 4.5 6 4350 4480 4415 4867 72 4 28 6/23/2003 4 75 88 3.9 6 4160 4180 4170 4513 13 5 28 ~/23/2003 4 25 87 4,8 6 4770 4790 4780 4455 14 6 28 8/23/2003 4 25 88 4 0 6 4860 5170 5015 4655 15 7 28 5/23/2003 375 89 43 6 4360 4230 4295 4697 16 1' 28 6]27/2003 4.50 84 3 2 6 4930 4830 4880 4730 17 2 28 6/27/2003 4.00 86 35 6 5020 5260 5140 4772 18 3 28 6/27/200~ 5.00 87 3 1 8 4280 4410 4345 4706 '19 4 28 6/27/2003 4 50 86 3.2 6 5080 5220 5150 4876 20 5 28 6/.27/2003 5 OD 84 3 7 6 4850 4880 4865 4787 21 6 28 6/'27/2003 5 O0 86 32 6 4970 4640 4805 4940 22 7 28 8/27/2003 5.00 85 3 0 6 4380 4320 4350 4673 23 1 28 6/28/2003 4,00 84 3 3 6 5210 5300 5255 4803 24 2 28 6/28/2003 3.50 85 3 1 6 5280 5240 5260 4955 25 3 28 6/28/2003 4 O0 86 36 6 5260 5090 5175 5230 26 4 28 6/28/2003 5 O0 84 3.5 6 4470 4470 4470 4968 27 5 78 612812003 4.50 86 31 6 4280 4190 4235 4627 28 6 28 6/28/2003 5 O0 86 3 7 6 4520 4500 4510 4405 29 7 28 6128/2003 5 O0 86 3 0 ~, 4420 4580 4500 4415 30 I 28 7/15/2003 4.50 88 3.7 6 4370 4500 4435 4482 31 2 28 7/15/2003 5.00 89 3 9 6 4370 ,4250 4310 4415 32 3 28 7/15/2oo3 5.00 88 4.1 6 4200 3930 4065 4270 33 4 28 7/15/2003 5.00 89 4,0 5 4060 4220 4140 4172 34 5 28 7/15r2003 4.50 90 32 6 4070 4130 4100 4102 35 1 28 7/21/'2003 4.00 89 3 1 6 42,5,0 4240 4245 4162 36 2 28 7/21/2003 4 50 89 3 4 6 4070 4010 4040 4128 37 3 28 7/21/2oo3 4 00 89 30 6 4050 3930 3990 4092 38 4 28 7/21/'20o3 5 O0 91 3,7 6 3820 3880 3850 3960 39 5 28 7/21/2003 5.00 92 3 9 6 3680 3750 3715 3852 40 6 28 7/21/2003 5.00 92 3 0 6 3870 3940 3905 3823 r.~.-1.,.;~;, ~ ~¢~ 28 7/23/2003 5.00 88 p ~3~3 6 4560 4540 4550 4057 16:31 21463021'7q PAGE 16 Concrete Compressive Strength Summary ~ for Mix 7723 Mix No. T752 Project Name; Miscellaneous Supplier: Potter Concrete De~ignlRequlred f,' 3600 (psi) Mix 7752 is a 5 5 sack mix ~roduce 4000 112 sack of cement has been added for the extra 600 Test Cylinder .~ge Date Slump Cone. % A~ Cyl. Comp Comp Average 3 Set No. Number (day~) Cast Temp Dia. Strength Strength StrengM MOV °F lint (psi) (p~l) (psi) Ayg 42 2 28 7/23/2003 5.00 89 3.8 6 4130 3950 4040 4165 43 1 28 7/24/2003 4.50 86 3.7 6 4400 4350 4375 4322 44 2 28 7/2412003 5.00 86 3.7 6 3860 3930 3895 4103 45 3 28 7/24/2003 5.00 88 4.0 6 3680 3680 3680 3983 46 4 28 7/24/2003 4.50 89 3 5 6 3830 3870 3850 3808 47 5 28 7/24/2003 500 89 3 8 6 3660 3670 3665 3732 48 6 28 7,24/2003 5.00 90 4 0 6 3990 4070 4030 3888 49 1 28 3/17/2005 5 50 55 4.9 6 6020 5950 5985 4560 50 2 28 3/17/2005 4.50 56 5 I 6 6230 6430 6330 5448 51 3 26 3/17/2005 2.00 57 3.5 8 ' }990 7620 7805 6407 52 4 28 3/17r20o5 5.00 58 4.5 6 4430 4600 4515 6217 53 5 28 3/17/2005 7 00 60 5.1 6 5340 5210 5275 5865 ' 54 - 1 28 3/23,'2005 5 O0 62 5.0 6 5600 5680 5640 5143 55 2 28 3/23/2005 7.00 55 5'3' 6 5050 5130, 5090 5335 56 3 28 3/23,'2005 3.50 61 5 1 6 6080 6010 6045 5592 57 4 28 3/23/2005 6.00 62 3 8 6 5840 5310 5575 5570 58 I 28 3/25/2005 5.50 70 4.2 6 7410 6310 6860 6160 59 2 28 3/25/2005 5.50 70 43 6 6410 6280 63~5 6260 60 3 28 3/25/2005 5.75 71 4 0 6 5410 5560 5485 623~) 61 4 28 ~/25/20.03 5.25 70 4 2 6 6830 6700 6765 6198 62 '~' 28 3/25/2003 5.75 70 4 5 6 ~6 5300 5265 5838 63 1 28 4/14/2005 4.00 69 5 2 6 5120 5010 5065 5698 64 2 2,8 4/14/2005 4.75 69 5 8 6 5110 5350 5230 5187 65 3 28 4/14/2005, 5~0 74 5 9 6 4670 4610 4640 4978 66 4 28 4/14/2005 4.50 73 5.8 6 4~ 5070 4965 4945 67 8 28 4/14/2005, 4.00 70 0.5 6 4750 5010 4880 4828 68 § 28 4/14/2o05 4 50 72 56 6 4910 4830 4870 4905 Std 800 Av~ 4795 Max 7805 Min 3665 ACI 318 - Building Code, Chapter 5 ACI 301 - Chapter 4. Concrete Mixtures 9cr = ~c + 1 34ks ¢cr = ~c + 2.33ks-500 or If "k" < 15 cylinder sets fcr = ~c + 1200 psi Fcf = 3600 + 1,34 X 800 4670 flcr=3600=233×800-500 = 4960 l'cr = 4960 psi Mar~ln of Performance = Av~ psi - f'cr =4800 - 4960 = -160 psi potter~tat 7752 XL$ Page2 ~1 '17, 2'~05 1E,: 31 21463U2£'79 PAGE 17 FUGRO CONSULTANTS LP 2880 Virgo Lane: Dallas, Texas 75229 Ph (972) z, 84 8301: Fax (972) 620 7328 CLIENT: PROJECT: SIEVE ANALYSIS OF AGGREGATE MATERIAL Potter Concrete REPORT DATE: 11/22105 In Lab Testing PROJECT NO: 0704-2096 LAB NO: '0704412 SAMPLE DATE; November 22, 2005 Sample Location: Yrinitv Decatur Material Description; Sand Method: ASTM C 33 U.S. STANDARD MEASURED I PERCENT SPECIFIED SIEVE SIZE RETAINED #4 2 1 0-05 #8 18 0 0-20 #16 37.4 15-50 #30 47 1 40-75 #50 67 7* 70-95 #100 96 2 90-1 O0 * Does Not Comply Fineness Modulus: 2 68 2 3 3 1 Specific Gravity 2 55 - 200 0,84 Max 3.0% Waiter S McMutlin Fugro Representative FUGRO CONSULTANTS/LP / Consult¢~ ' EH/br Distribution: Potter Concrete John Harris (Fax: 214-689 1066) 01/17 2'~8F 1E,:S:l 21467~22'79 PAGE 18 FUGRO CONSULTANTS LP ii CLIENT: PROJECT: 2880 Virgo Lene; Oa~e$. Texas 75229 Ph (972) 484-8301; ~ax (972) 620-7328 SIEVE ANALYSIS OF AGGREGATE MATERIAL Potter Concreie in Lab Testing REPORT DATE: 10/20/05 PROJECT NO: 0704-2096 LAB NO: 0704351 SAMPLE DATE: October 19, 2005 Sample Location; Material Description: Method: ASTM C 33 Hanson - 8ridgepod 1" Crushed Stone U.S. STANDARD MEASURED SIEVE SIZE PERCENT SPECIFIED PASSING 1" 94 5 95-100 3/4" 68 9 1/2" 33,0 25~0 3/8' 14.9 ¢4 32 0-10 #8 1 5 0-5 Specific Gravity: 261 Absorption 2, 16 % FUGRO CONSULTAN? ¢' /~, Consultant EHIbr Distribution: Potter Concrete - Matt Sanders