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ST9601-CS 9903023-0,4-1999 11:3z~AM FROM 'ZISEO PAVING COMPANY 972 216 B6:~7 FROM : r~fft, CQN~UIJ_TANT~, INC. Dl"O'~ NO, : 2143'3144~ Mar. ~J 1999 08:~AM ;:5 TEAM Consultants, Inc. Geotechnical, Environmental, Construction Materials Testing Match 2, 1999 TEAlVl Project No. 985142 Report No. 43, Page l of 4 Mr. Robert Caudill Tiseo Paving P O Box 270040 Dallas~ TX 7~227 Dear Mx. Caudill: TI~' Submitted here are the concrete paving mix desi~s as requested for this project. ~aigns were calculated based on the r~sults of te.ats performed on the aggregates .o, bt~.ed from the Mario-Sinacola Batch Plant located tn Irving, Texas. The results of mese tests are a~tachcd. t . .Fie. Id adju~, trn~nt$ will be requi~l du= to free moistur= in the aggregates in order o obtain me reqmred slump ~nd maintain the y/eld. If you have any questions, please call. Sincerely, TE, AM Consultants, Inc, Ronald L. Bannister, Manager Construction Materials Testing RL~e 2970 $. Watron Walker, Suite 101 Dall~a, 77( ?$~11 (214) $JI-4395 Ft~ (214) $101 Pleasant Valley, 5~#~ 101 Arlington, TZ 76015 {817) 467-5500 Fax (817) ~16~.9920 3-0,d.-1999 11:35AH FROM .~.ISEO PAVING COMPANY 972 216 56~7 FROM : TI~-P,N. C(~NSU~TANT~, INC. PHONI~ NO. : 2'i45314458 Mar. OJ 1999 ~:~60~1 P2 Tiseo Pavi~ TEAM ~985142, 03/02/1999 Report ~43, Pag~ 2 of 4 5.0 Sack Mtltrlals: .? .(~0 ~ at 28 da,rs: Max 4.0 i~ch sltm:m Cement Type I TXI C.A. I 1/2" crashed stone TXI F.A Natural TXI Additives Sika Midlothian, Tx Bridgeport, Tx Paradise, Tx Desifn: Batch ProDorttpu forte eubie yard) Materiala Wei~ht.(ibs) Cemmt 470 ¢ sacks) C.A. 1950 SSD (61%) F.A. 1292 ~o (3~) W~ 2~0 (30 ~.) ~ 4.7 o~ A~ve 16 oz. Svecifi¢~Xions 2.39 I 1.72 7.$I 4.00 1.08 .. 2'7.00 Csl~ulstud unit W,4gt: (PCF) !d6.7 ... Mea~red Slump. ~mcnes) -_-._. Meaat~es Air Content: (penle~t) - 3-0A-]999 11:3SAM FROM IISEO PAVING COMPANY 972 216 SC::~37 FROM : T~M.'CONSU~TANTS, INC. Pt-~ NO. : ~145..~14458 P. 6 Mar. ~ 1999 ~8:J6AM P5 TEAM #985142, 03/02/1999 Report g43, Page 3 of 4 No. 6.0 FI d Placement 3000 ~ at 28 days: Max 4.0.,inch slump Cement Type I TXI C,A. 1 I/2" omshed stone TXI F.A Natural TXI Additives Sika Cement 6.00 gae. k~ cemeredcubic yard C.A. 61 percent F.A. 39 percent fine aggregate W~-r 258 zallons wate~ cement ratio 4_~. Additive A.EA 1.0 oz. ~r, 10Q wt ofoement Additive WRDA, 3.4 oz u~r.,~00, wt of cement ~atell Prenortions (uae cubic vard~ ]~ati~ials Wei~_ht flb. s). . ,, , Snecificatlon~ Cement 564 (6 sa~ks) 2.87 C.A, 1585 SSD (61%) I 1.35 F.A. 1252 SSD 09%) 7.57 Water 258 O0 g~l.) 4.13 AEA 5.6 oz. 1.05 Additive 19.2 oz. 27.00 CaleMnted unit Weigt: (PCF) 146.6 Mc,~ure~ unit Weight: Il'CF) -- Measured Slump: (in, bm) -- Mmgures Air Content: (l~rC~nt) -- 3-0~-1999 ll:3SAM FROM fflSEO PAVING COMPANY 972 2]6 S~7 P. 7 ~[~ : T~H. C ONSULT~NT~.INC. PHON[E NO. : ~I~8 Ma~. ~'3 1~ 05:37~M P~ Ti,~o Paving TF, AM ~8~ 1~,2, 03/02/1999 Rqx~rt ~3, P~j 4 of 4 ASTM C-33 S~iev¢ Size P~r.~nt.P,-t~,,u Specifie. atio~- 2" 100 100 I 1/2" 96.2 95-100 3/4" 40.2 35-70 3/8" 13.9 10-30 0,-5 Decantation 0.l SSD Sp. Gravity 2.66 Absorption 1.5 Max. 1.0 ASTM C-33 Sieve Size P_ert~nt pnssi~ Specifieaii,~-, 3/8" 100 100 No. 4 98.0 95-100 No. 8 82.3 80-100 No. 16 66.0 50-85 No. 30 53.0 25-60 No. 50 34.2 10-30 No. 100 7.0 2-10 Decantation 0.8 leincness Modulus 2.60 SSD Sp. Gravity 2.65 Absorption 1.6 Max, 3.0 2.3-3.1