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Gateway BP(2.1)-LR 980422 (3) Coppell. Texas 75019 The City With A Beautiful Future 972-462-0022 P.O BOX 478 COPPELL. TEXAS 75019 April 22, 1998 Brandon Patton Cadence McShane Corp. 14860 Montfort Drive, Suite 270 Dallas, TX 75240 RE: Gateway Business Park #2 / Lucent Technologies Dear Mr. Patton: The City of Coppell is in receipt of your proposed concrete mix designs for the ..e .... enc.ed project. We reject the designs as submitted for the following reason: The use of fly ash is not permitted for concrete pavemem mixes. If you have any questions regarding this matter, please call me at (972) 304-3~g5. Construction Inspector cc: Mike Martin, P.E., Asst. City Engineer Todd Abbott, Halff Associates C J v'D F__ N E LETTER OF TRANSMITTAL MC S _D_ATE: April 21, !.9.98 ~J. ob NO. 5027.. Design Build Construction c"O ~ P-" ~.AT 0 N ...... ~0 Monffioffi Drive, ~te. 270 ...... Dallas, Texas 7~240 ...... (972) 239-233~ Fax (~72) 239-1214 RE: LUCENT TEc~NOLOG)~ ..... Coppell~ Texas ..... TO: CITY OF COPPELL 500 Southwestern Blvd. Coppell, Texas 75019 ..... Fax: (972) 304-3570 GENTLEMEN: WE ARE SENDING YOU ,I( Attached X Under separate cover via Facsimile & Mail To Follow the following items Shop drawings Prints _ Plans Samples .... Specifications - Subcontract Change Order _ COPIES DATE NO. DESCRIPTION ~1. ............... _Pavin_g_Concr_ete Mi_x. Designs ....... THESE ARE TRANSMITTED as checked below: -- For approval _. Approved as submitted Resubmit copies for approval x For your use "Approved as noted Submit copies for distribution As requested '- Returned for corrections --' Return__ corrected prints - For review and comment FOR BIDS DUE 19 .¥ PRINTS RETURNED AFTER LOAN TO US. Remarks: COPY TO: Lee Stone (972) 304-3510 SIGNED: File,Field - Bran~'on Pa~-on, As~istant'~rojeci-~anag~ IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE. 04/21/98 TUE 09:$8 FAX 214 739 0095 HALFF ASSOC [~003 AEm-MXX - CONCflE ~E NO~ 04/21/98 TT.~ 09:S8 FAX 214 739 0095 IL~LFF ASSOC ~004 Xiz: ~1 I'e~ 3SO0 o4/1~1N P. 04/21/98 ~ 09:$8 FA3:214 739 0095 EALFF ASSOC ~005 /'. 2 0-t/21/98 TUE 09:58 FA][. 214 739 0095 HALFF ASSOC [~006 cou_c~_~ :~ 04/21/98 "1~ 09:$9 FAX 214 739 0095 HALFF A$$0C ~007 RXDX'Y~TX, ~MC. 1445 MB~ DRZV~, S~ZTB 13G CARROL~N3)i, TX 75007 [~7~) 242-4550 915 Y'C: 4000 psi 04/16/9l XinLnun - 3650 Av~e - 5503 s~zd d~ia~ion - 872 Xedi~ = S348 ~CY DZS~ZB~ION ~ ~r Co~ ~cent P~cent 3500 3750 1 3.33 3,33 3750 4000 0 0,00 3.33 4000 &~SO 0 0.00 3.33 4250 4500 · 3,33 6,67 4500 4750 3 ~0.00 ~6.67 4750 SO00 3 LO.O0 26,67 50QO S250 4 ~3.33 40,00 5250 SSO0 5 ~6.67 56,67 SSO0 S750 3 ~0.00 66.67 5750 6000 3 LO.GO 76,67 09:59 F,~ 214 739 0095 [~LFF ASSOC ~008 ---o-- Ral~e ...... Lover Upper Count P~ccent Percene 6000 6~SO X 3.33 80,00 6250 GSO0 2 6.67 8G,67 6500 6750 0 0.00 86.67 6750 7000 2 6.67 93.33 7O0O 7250 ~ 3.33 96.67 7250 7500 0 0.00 96.67 7500 7750 ~ 3.33 ~00.00 28 day s~ Mple s~p~e X 7229 ~/22/97 5690 2 3044X 9/24/97 6800 3 2707 XO/ X/g7 4 ~?gO XO/ 2/97 S725 5 300008 ~0/ 2/0? 3650 6 4X2~0 XO/X5/97 45?0 7 3XSX4 X0/~6/97 8 3~S07 XX/ 3/9? 4755 g 42022 X~/ 4/97 xo 42030 XX/ 4/97 5375 xx 32760 x~/ s/g? s790 x~ 329x2 xx/Xo/97 426o X3 33X00 XX/X?/g7 7600 X4 3337~ ~X/20/97 6385 :5 ~3406 XX/~/97 52S0 X6 SOZ~ X~/34/97 SX30 X7 S037 XX/24/97 4960 X8 5056 XX/24/07 5840 19 43159 11/26/97 4700 20 5666 12/~0/97 6850 21 34360 12/12/97 4780 22 4398~ X2/10/97 5320 23 35160 1/ 2/58 5400 24 35253 1/~4/9B 4730 25 44352 1/16/98 5810 26 6717 1/22/98 SO30 27 4S2o2 2/ 4/9B 52~5 28 30612 2/X9/58 6090 29 4316S5 2/20/08 7110 30 30643 2/24/98 6395 04/21/98 TUE 09:59 FAX 214 7;39 0095 IL~.LFF ASSOC ~009 04/21/98 TL~ 10:00 FAX 214 739 009S HALFF ASSOC ~010 CONCRETE COMPRESSIVE STI~NGTH TEST GKf2~I~ PA~K i lq~L~ I PLM~O, T~ 1~0~1~ DATA BY. PORT OF TESTS l'g~3~l~lA~: LAB~Y CREE~ LONG