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WA9903-SP000107 (4)
SHIMEK, JACOBS & FINKLEA, L.L.P. CONSULTING ENGINEERS DALLAS, TEXAS Date: January 18, 2000 AUI, Inc. i f6 as76110 / Re: City of Coppell, Texas Village Parkway Pump Station We are transmitting herewith 3 copies of the submittal data furnished by Architectural Utilities, Inc. These copies have been reviewed and marked as follows: Explanation No Make Revise Submit No. Exceptions Corrections and Specified Dwg. No. Sheets Dwg. Description Taken Rejected Noted Resubmit Items 5 Concrete Resubmittal X 4 Flex Coupling X Remarks: By copy of this letter we are returning 2 copies of the submittal to Mr. Larry~~L//~' By: ~ ~ ,// Mr. Gary ft. d~, ' Checking of shop drawings by Shimek, Jacobs & Finklea is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirements of the plans and specifications. Contractor is responsible for: dimensions which shall be confirmed and correlated at the job site; fabrication processes and techniques of construction; coordination of his work with that of all other trades; and performing his work in a safe and satisfactory manner. J:~Coppell\1999-153',L\design\k\shopdwgl.doc Date: 01/07/2000 Charley's Concrete Co., Inc. PO Box 1106 Keller, Texas, 76244 Office (817)431-2016 Fax (817)431-5337 Mix D~sign: 5600 Contractor: AUI Projectz Pump Station Coppell Mix Specifications: 4000 PSI Strength: 4000 PSI Slump: 3" - 5" Other: Min 28 Days Materials Type Weights Cement Type I ASTM C-150 TYPE ASTM C-618 TYPE 564 Lbs Coarse Aggregate Coarse Aggregate ASTM C-33 # ASTM C-33 # 1840 Lbs Lightweight ASTM C-330 Fine Aggregate Fine Aggregate ASTM C-33 1276 Lbs ASTM C-33 Admixture Sika Pla~ 161 N 'Admixture Admixture ASTM C494 TYPE 3.00z/100 Wt ASTM C494 TYPE ASTM C-260 Water/Cement Ratio 0.49 We Require that we receive the test results from this job. Ple,..~e send the to the address above. Production Manager 2~5 L xC ~ ul~ ~ REVIEWED AND SUBMITTED BY AUI GENERAL COIlTRACTORS 300 W. RAMSEY FORT WORTH, TX [:)Me: Charley's Concrete Co., Inc. PO Box 1106 Keller, Texas 76244 (817)431-2016 TEST RESULTS FOR MIX DESIGN 5600 Company Report # Date . Slump Age(Days) Maxim 801551 04/01/98 4.00 5 Maxim 8015~1 04/01 )98' 4 00 7' Maxim 801551 04/01198 400 28 Maxim 801551 04/01/98 400 28 Terracon 46 05/05/98 5 00 7 Terracon 46' 05/051987 5 00 ' 7' Terracon .... 46'7 "'0'57'05]987 5.8'(57 28' Terracon 46 05105198 ! 5.00. 28 Terracon 46. 05/05/98, Termcon Tefracon Terracon Terracon Terracon Terraoon 5.00: ~,7' ~10'5)98' 7. ~0 47' O~)0~)gS' 7 50' 47 05105/98 7 50 50 05/11198 6.00 50' 05/11/98' 6.00' 8o' 05/i 1 Maxim MaXim 'Ma>~im Maxim Maxim Maxim Maxim Maxim HBC HBC HBC HBC HBC HBC HBC HBC HBC HBC HBC 802319. 05/13/98: 3.00 8'~);55;i"9 b'52'i 52987 5. dO 8625;i9: o5/i 3/98: 3.0o' 802319 o5/13/98 3.00 80~5f9'65ii8/98 380 802379· o5118/98 3 o0 802379' o5/18/98 3. o0 802379· o5/18i98 3. o0' 9822751' o8/28/98 4. o0 9822751 0~/28/98 4.~0 9822751 08/28/98 4.00 9822751 08/28/98 4.00 9822751 o8/28/98 5.00 ~22751' '8~/28/98' 5 ~0' 9822751 08/28/98 500 9822751 ' o8/28/98' 5 oo 9822751· ~8/28/98' 500 9822751 o8/28/98 5.00 9822751 08/28/98; 5.00 28 7' 28 28 7 28 28 7 7 28 28 3 7 28 28 7 7 28 7 7 7 7 28 28 28' H B c 9822751 ....... 08/28/98~ ..... 'F~.5'(57 28' H B C 9825547' 091,2_4/98.L_ ,5..0._0:7 H B C 9825547 09/24198 ~ 5 00' 7 H B C 9825547' (59/24/98T 5.00 28' H B C 9i~288zf7" 09"/24/987 '8.00 28' Rone 5137-F9412-002 01120/99 400 7 Rone 5t37-F9412-002 01/20i99· 4.00' 28' Rone 5137-F9412-002 6'~720199' 4.00~ 28' Rone 5137-F9412-008 01/25/99 6· 50 7 Rone 5137-F9,~22'i5(5~ ' 'b';l"/';~)09:6~'0T 28: Rone ~i57ZF9412-008 Company Repor~ # · Maximum Load 122940 123900 150250 157540 105360 105360 140480 140480 115960 11O66O 115780 128220 136500 145860 139840 113850 119130 138450 144440 94790 127160 165260 160430 122270 124380 160750 163220· 107210 108700 106920 107880 127550 133080 138210 142030 110920 108990 130820 129480 130162 159140 157852 110609 138581 Date E Slump Age(Days) Maximum Load Strength(PSI) 4350 4380 5310 5570 3730 3730 4970 4970 4100 3910 4100 4540 4830 5160 4950 4030 4210 4900 5110 3350 4500 5840 5670 4320 4400 5680 5770 3790 3840 3780 3810 4510 4710 4890 5020 3920 3850 4630 4580 4600 5630 5580 3910 4900 5040 Strength(PSi) Page 1 of 4 0111412000 Charley's Concrete Co., Inc. PO Box 1106 Keller, Texas 76244 (817)431-2016 TEST RESULTS FOR MIX DESIGN 5600 Rone Rone Rone Terracon Terracon Terracon Terracon Terraoon Terracon Tetracon Tetracon Terracon Terracon Terracon Terracon HBC HBC HBC HBC HBC HBC HBC HBC HBC HBC HBC HBC HBC HBC HBC HBC HBC HBC HBC HBC HBC HBC HBC HBC HBC HBC HBC HBC HBC Compapy HBC 5137-F9412-010 01/26/99 3.00. 5137-F9412-010 01/26/99 3.00, 5137-F92112-01b ' 0i/26i99" 3.00 3 01/28/99 3 00 3' 01/28/99' 3.00' 3 01/28/99 3.00 4 02/01/99' 4.50 4' 02/0ii99' 4.50' 4' 02/01/9'9' 4.~0: 5 02/02/99: 4.50 5 02/02199 4. 5 02/02199 4.50' 7 02/ozi2~9' 4. 7' 02/04/99' 4.50' 7' 02/04/99' 4.50' 9902347' 03/09i99' 4 25 9902347' 03/09/99' 4.25 9902347' 03/09/99' 4, 25 99~2347' 05/09/99' 4.25 7 28' 28* 7' 28' 28' 7' 28' 28' '7' 28* 28 7 28 28 7 7 28' 28* 9902347 03/09/99 5 25 7 9902347' 03/09/99 5.25 7 ~b~'347' 03~09/99' 525 28' '9~b23:4:?"' 0~20919'9 5.25" 28' 99i3~2'6~" 03i;t~,~{~' 3.0D' 7' 9902631 03/17199 3.00 7 9902631· 03/17/99' 300 7' 9902831' 03/17799' 3.00' 9902631 03/17/99 3.00 7 9902631 03/17/99 3.00 7 '~952'85~' b52~f299' 5b'0" 28' 9902631 03/17/99 3 00 28 9~02631' 03/17/99· 3. b0' 28' 9902631 03/17/99 3. oo 28 '9902631 ' 03/17/99· 3.00 28' 9902631 03/17/99 3.00 28 9902631 03/17/99 3.50 7 9902631 03/17/99 3.50: 7 99b~ ..... 8~'2'~'~2~: 5':8'b"'~ 28' ' ~'~~' '~"52'~'~2~'~': ~: 8'ST 28 9902631 03/17/99 4.00. 7 9902631 03117/99 4.00 7 9902631' 03217/99· 4.00: 28' 9902631 03/17/99 4.00 28 9902347' 03i0~i~9' 4. ~' 7' 9902347 03/09/99, 4.75. 7 139184 170877 160472 164820 160040 161620 119780 161300 158980 129720 152'440 161400 128780 149780 136240 101980 103370 129675 131800 111350 113820 142125 144000 140100 131920 129250 119170 115240 131300 167475 170490 154490 152775 156660 153475 159770 136320 1 ~g~75 151190 1 ~'4360 126550 16844[ 166550 146060' i4~275' 4920 6040 5680 5830 5660 5720 4240 5710 5620 4590 5390 5710 4560 5300 4820 3610 3660 4590 4660 3940 4030 5030 5090 4950 4670 4570 42t0 4080 4640 4950 6030 5460 5400 5540 5430 4940 4820 5280 5350 4040 4480 5960 5890 5170 5100 9902347 03/09/99: 4.75 28 172630 6100 Page 2 of 4 01/14/2000 I Charley's Concrete Co., Inc. PO Box 1106 Keller, Texas 76244 (8171431-2016 TEST RESULTS FOR MIX DESIGN 5600 HBG HBC HBC HBC HBC HBC HBC HBC HBC HBC HBC HBC 'HBC HBC HBC HBC HBC HBC HBC HBC HBC HBC 'HBC HBC 'HBC HBC HBC HBC HBC HBC HB~ 'HBC HBC HBC HBC HBC HBC HBC HBC HBC HBC NBC 'HBC HBC Company HBC HBC 9902347 03/09/99 4, 75' 9902548 03/15/99· 2,50 990254~: 03/15i9'9 2,50 i 9902548 03/15/99 2.50 9902548: 9902548; 9902548' 9902548: 9902548 9902548' 9902548: 99025~8T 03/15/99 2.50 i 03/15/99 2.50 ! 03/15/99~ 2.50! 03/15/99i 2.50: 03/15/99: 2 50' 03/15i99~ 3.0'6~' '03/15/99: 3.00i '93115299" 3]0bT 9902'548~ 03i;j'51997" 3.0'55 99025487 031151997 99025487 0:3'i~'~1~9' 9902548 03/15/99 3, O0 9902548' 03115199' 3 00" 9902548 03/15/99 3 50 9902548' 03/15/99' 3 50 9~.0_~25_4~ L 031! ~99: 350 9902548 03/15199i 3,50' 28 7 7' 7' 7: 28' 28 '~28 28 7 7 7 7 28 28 28 28 7 7 28 28' 9902588; 03/16199T 3.00i 7' 9902588; 03/16199! 3.00, 7 9902588 03/16199' 3 O0 ~ 7 9902'588" '0'3216/99' 3. DO" 7' 9902588' 03/16/99' 3 O0 7' 9902588 03/16/99 3 O0 7 9~52588' 03116/99' 300+ 7' 99552588 03/i62997 3.00 9902588 03/16/99~ 3. O0 7 9902588 03/16/99 3. O0 28i 9~'Cj258'8' '03ii6~§§7 300 99552588' .... c):~ii6i~9~ 3.'0'0" ' 28+ 9902588" 03~16/99' 3. O0 28' 9902588' 03/16/99 3.DO: 28 9902588· 03/16/99' 3.80 28 9902588 03/16/99' 3Eb'(5'! 28 99__0_2_5_8_.8.i_.0_3!16(99L3:..qO_Z_.. . 9902~88__2_ 03!!.6_/9~9: 3_:.O__OOL 282 99_o,2_5~8 ....03!2!6_/99:400, 7. 9902588 03/16/99 4. OOi 7 990258~ 03/16/99: 45'(58 7' 169470 152390 152840 129410 127220 143'410 163720 166300 153860 109580 122460 132770 137130 13o'49o 142860 151420 149190 122470 110680 134820 157130 115740 1i~6o 127660 128640 117690 131550 12Z910 142320 132740 1 ~6o 143930 142~50 193860 157930 157970 157190 158600 1~6o 159320 1 ~ 90' 1 ~ 30' 115310 104960' 5990 5390 5410 4580 4500 5070 5790 5880 5440 3880 4330 4700 4850 4610 5050 5350 5280 4330 3910 4770 5560 4090 4040 4510 4550 4160 4650 4520 5030 4690 4430 5090 5040 6860 5590 5590 5560 5610 5440 5630 5810 3970 4080 3710 Report # :Date : sIH~p_':'~ge(D~ys): Maximum'LOad . Strength(PSi) 9902588 03/16~99 4,00' 7 107950 3820 9902588' 03/1 61997 4'2'0'b7 28' 160070' 5660 Page 3 of 4 01/14/2000 I Charley's Concrete Co., Inc. PO Box 1106 Keller, Texas 76244 (817)431-2016 TEST RESULTS FOR MIX DESIGN 5600 HBC HBC HBC 9902588 9902588i 9902588i 03/16/99 4.00: 28 _03_116199[ 4.qO; 28' 03/16/99: 4.00! 28: 144050 138290 144570' 5090 4890 5110 Page 4 of 4 01/14/2000