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Gateway BP(1.4)-CS020717JOHN T. O'MALLEY President treasurer DATE: TIME: A/10 d john burns construction company of Texas, Inc. DRISKOLLTUBBS MIKE BORSTAD 655 E. MAIN ST. P.O. BOX 1117 LEWISVILLE, TEXAS 75067 METRO (972) 434 -6789 FAX NO. (972) 221-8301 CLAUDIA THOMAS Secretary Executive Voce President Voce President Operatiop I 8 D F AX COVER SHEET ;04 Sewti-% w M keit, PLEASE DELIVER THE FOLLOWING PAGES TO: COMPANY NAME: C.Y y 01- e A TTN 1,0 2,av 6,¢ 1./,s FROM: FALL, 2, COMMENTS: 1 C e r-e_ �Gx 3 0 vx c�4s r pis c� NA7✓ /AWL -c TOTAL NUMBER OF PAGES INCLUDING COVER: 7 FAX NUMBER: 972 .3o°/ b WE ARE AN EQUAL OPPORTUNITY CONTRACTOR OD 1SNOD SNl; n: NHOt 8S:tT 7FF1. c', 1f11 LMC MtPHINVISMONIN tN lissaeatak Client: Project: Materials: Use Mix No. Strength 28 Days Cement, Ibs Fly Ash, Ibs C. Agg., Ibs Sand, Ibs Water, Ibs W /R, oz AEA, oz Total Weight Unit Wt, #ICF W!C Ratio, 9# Fly Ash, Maximum Temp, deg. Slump, inches Air, entrained Lattimore Ready Mix guarantees the above mix design will achieve the specified strength when tasted end evaluated in accordance with ASTM C -172, C -31, C -39 and C -94 and when the recommended procedures for placement and curing outlined In ACI 3051306 are followed. In accordance with ASTM C -94, Lattimore Materials Co. requests that copies of ell strength testa be forwarded to our Quality Control Department. RD Guzman Construction Canoell Coppell, Texas Cement: Flyash: Coarse Agg.: Fine Agg.: Admixtures: Lattimore Materials Company P.O. Box 556 McKinney, Texas 75070 -0556 (972) 221.4646 (972) 569-4646 w ww.Unctx corn ASTM 0.150, Type 1 ASTM C-618, Class C ASTM C-33, 1 #4 Crushed Stone ASTM C-33, Concrete Sand ASTM C -494, Type A or D ASTM C -260 1 Cubic Yard By Weight SSD As Spadfled 842 3600 psi Air 564 0 1850 1245 262 16.9 3921 145.21 0.46 0% 95 3-5" 3-6% OD .LSt•1O: s I rIH HHOr Date: 17 Ju1 ES:bti .L -LT -1 LE TYPICAL DATA FOR SIKA AEA-I5 ASTM CERTIFICATION C -260 Air Entraining Admixtures COLOR Brown SPECIFIC GRAVITYg/m1 1.02 f 0.02 P H a CHLORIDES% 0.1 I DESCRIPTION Sika AEA -15 admixture is a liquid solu• tion of concentrated Organic materialS. It has been formulated and manufactured specifically to provide stable and ore dicable air contents in concrete. with uniform air bubble spacing throughout the concrete matrix. Sika AEA-15 meets the requirements of ASTM C -260 for air entraining admixtures and AASHTO M -1 54 APPLICATIONS Sika AEA -15 can be used whenever air entrained concrete is desired Ready mix, precast and block producers can aP achieve optimum entrained air con- tents, even where harsh mixes are used or fly -ash is added 10 the mix ADVANTAGES Air entrainment is recognized as the most effective prevention against con- crete scaling in exposed environments. Air entrained concrete delivers particu- lar benefits in the form of increased concrete durability This is important in colder climates where frost and freeze- maw cycles can cause soaring and dam- age to the concrete surface. Air entraining agents help to prevent scaling by creating millions of micro scOpiC air voids, allowing water trapped in the concrete to expand vtnen the concrete freezes, thus preventing cracks caused by natural expansion. Entrained air voids in the concretewlll also increase durability in harsh environments where concrete is exposed to deicing salts, marine salts and sulfates Workability and placeability are also im- proved by the lubricating action of the microscopic bubbles in the concrete. Concrete will flow better, and bleeding and shrinkage will be reduced because lesswater is needed to obtain the desired workability Sika AEA -15 Air Entraining Admixture HOW TO USE DOSAGE Addition rates will vary depending on the air content required for a particular project Typcallyar contents will be specified in the range of 4 to 8 percent by volume Other factors that may affect the amount of air entrained into the ccncreteinc'ude, but are not limited to, cement content and type. sand gradation, temperature and wales Conlon'. Sika recommends that trial mixes be tes'ed whenever material or any ether changes are made that may affect the amount of entrained air Dosage rates for Slka AEA -15 will type callyfail between 114 and 1 fl. oz. /1 DO lbs. (16 -65 m1/10C kg) of cement to entrain between 4 and 6 percent air Higher air contents may be obtained oy increasing the dosage rate Combination with other admixtures, oar- ticularly water reducers and retarders, will tend to Increase the amount of entrained air inthemix Air contents should be checked wen an air -meter after batching and dosage adjustments made at the concrete plant. MIXING Measure the required quantity per baton manually or with automatic dispenser equipment. Add Slka AEA-15 to mixing water or sand. Do not mix with dry ce- ment, When used in combination with other OD isNO:t SNdl19 NHCIf ES:t'T ?E1[1 LT -1flt 1/97 admixtures. care must be taken to dis- per se each ad, xture separately nto the mix PACKAGING Sika AEA -15 is supplied In 55 gallon (206 liter) drums and bulk delivery STORAGE AND SHELF LIFE Sika AEA -15 should be stored at above 35 °F (2 °C) If frozen, thaw and agitate ffioritiughIy to rotutil t0 its normal state beiure use Sheif life when stored in dry warehouse conditions between 50 °F ano 60 °F (10 °C 27 °C)is 1 year minimum. CAUTION Skin and eye I rritant. avoid cortact. The use of NIOSH /MSHA approved respirator safety goggles and rubber gloves is rec- ommended. Avoid breathing product Use with adequate ventilation. Remove con- taminated clothing FIRST AID Wash skin with soap and water In case Of eye contact, flusn with water fcr 15 minutes, contact a physician Wash croft ing before re -use. CLEAN UP Contain and collect with. absorbent ma- terial. Dispose of in accordance with local, state and federal regulations DESCRIPTION Plastiment is a water•redueing and re- tarding admixture. Plastiment contains no calcium chloride or any other inten- tionaiiy added chlorides. Plastiment meets the requirements of ASTM C -494 Types 8 and D and AASHTO M194 Types B and D. APPLICATIONS Plastiment Is recommended for usewhen- ever high quaihty concrete with predict- able and controlled set times Is desired Use in `latwork and horizontal or vertical siipform placements where a superior surface finish is required ADVANTAGES Plastiment is highly effective in hot weather concreting to offset the accel- erating effects of high ambient tempera- tures by controlling the heat of hydra- tion. Concrete workability is enhanced and a superior surface finish is obtained. BENEFITS In mass concrete pours Plastiment controls temperature rise and reduces the risk of thermal cracking. Initial set times are delayed, allowing time for proper placement and finish- ing without cold joints h hot weather conditions. Plastiment increases concrete density and delivers increased early and ulti- mate, compressive and flexural strengths. Plastiment Water Reducing and Retarding Admixture (Types B D) For flatwork applications Plastiment acts as a finishing aid. workability is improved, bleeding is controlled and a superior surface finish is obtained. A Lower water cement ratios provide decreased permeability and increased durab lity Combination with other Admixtures: Pzstiment works effectively as a Simile admixture or in combination with other admixtures in the Sika System. HOW TO USE DOSAGE Addition rates of 2 4 fl oz1100 lbs (130 -260 m1 /100 kg) cement are rec- ommended for general concrete applica- tions. Where extended retardation is required dosage may be increased. Please contact your local Sika Representative for information and assistance. MIXING Add Plastiment at the concrete plant. Measure required quantity manually or by automated dispenser. Add into the sand at the weigh hopper or into the water line at the batch plant. When used in combination with other admixtures, care must be taken to dis- pense each admixture separately into the mix. Do not mix with dry cement. TYPICAL DATA FOR PLASTIhMENT ASTM CERTIFICATION ASTMC -494 Types a and D COLOR Yellow /Green SPECIFIC GRAVITYg/mI 1.18 0.5 P H CHLORIDES% 0 1 OD I5NO ;D SNdFIt3 HHOf PACKAGING Plastrrnent is suppi ed in 5S gallon (2O liter) drums and bulk delivery. STORAGE AND SHELF -LIFE Plastiment should be stored at above 30 °F -1'C) If frozen, thaw and agitate thoroughly to return to normal slate before use `hail `e wh•ar :;ore d In w'3reh.0L 0 d b e c 50 r it :i 80'F (1 O °t. 27'' is One year minimum. 1/97 CAUTION Skin and eye irr.tant, avoid COnlact. The use of NIOSH /MSHA approved respira- tor, safety goggles and rubber gloves is recommended. Avoid breathing product Use with adequate ventilation Remove contaminated c'othing FIRST AID Wash skin with soap and water. 1- case of eye contact, flush with water for 13 minutes contact a physician. wash co ing before re -use CLEAN UP Contain and collect with absorbent rra'e- riai. Dispose of in accordance with kcal, state and federal regulations. G11: ST 0I_1,_ -1IIf "'MC Field Test Data Contractor: Nova Construction R reject: 2001 Street Alley Repairs Coppell, Texas Laboratory: Hooper Engineering 1 14-Jun-01 4.00 85 3.7 3980 2 19 -Jun -01 4.75 89 2.6 4070 3 20-Jun-01 4.50 89 4.5 4280 4 21- Jun-01 4.00 92 4.3 3880 5 25-Jun-01 4.00 94 3,7 4100 6 06.Ju 1-01 6.00 92 3.7 3480 7 12-Jul-01 5.60 87 3880 8 18-Jul-01 4.00 94 4,0 3440 9 19Ju1 -01 5.25 95 4.4 3220 10 25Ju1.01 4.00 99 4.0 3500 11 27- Ju1-01 5 00 95 4.1 3350 12 31 -Jul -01 5.00 92 3.4 3370 13 09 -Aug -01 5.00 91 4.0 3760 14 10- Aug -01 5.00 89 4.3 3770 15 16 -Aug -01 5.00 85 4.1 3870 16 21- Aug -01 5.00 93 5.0 3140 17 23- A14-01 4.75 92 4.2 3460 18 27- Aug -01 5.00 83 4.7 3170 19 10- Sep-01 5.25 83 4.3 3940 20 14-Sop-01 5.25 88 4.2 2830 21 20 -Sep -01 5.00 78 4.0 4170 22 28-Sep-01 5.50 81 4,7 3950 23 08 -0d -01 5,75 73 4.3 3860 24 23- Oct -01 5.00 82 3.5 3510 25 31- 0c2-01 5.00 70 4.5 3470 26 05 -Nov -01 4.00 74 4.8 2690 27 07 -Nov -01 6.00 75 3.8 3200 28 12- Nov -01 4.50 75 3.5 3620 29 01 -Feb -02 6.00 61 2.8 3440 30 13 -Feb-02 6.25 57 3390 31 28 -Feb-02 5.50 56 4.2 3370 32 12- Met -02 5.25 57 4.5 3490 33 26 -Mar -02 5.50 58 5.1 3130 34 04- Apr -02 4.50 64 4.9 3830 35 15 -Apr -02 2.00 68 4.6 4050 642- CoppellStreatc ,1,0,-SO d 3770 4100 4210 3980 3940 3510 3780 3550 3280 3540 3590 3420 3770 3900 3780 3130 3820 3300 3880 2960 4290 3980 3670 3380 3520 2970 3180 3870 3450 3680 3210 3730 3470 4040 4050 Mix No. 842 Data Updated: Design Strength f.,: Data Represents: Avg. Slump: 4.91 07/17/02 4000 psi Tests Avg. Air' /o 4.13 Conc. 7 Dav Data Date Slump Temp Air% CYL1 CyL2 7Avg. Cy1.1 28 Dav Co pressive Str Cy1.2 SetAv earth Data 28 Day 28 Day �vq. /3 Range StDev, Rtm.Avp 3880 4090 4250 3930 4020 3490 3830 3500 3250 3520 3470 3400 3770 3840 3830 3140 3640 3240 3910 2900 4230 3970 3670 3450 3500 2830 3180 3650 3450 3490 3290 3610 3300 3940 4050 4880 5410 4930 5180 5020 4430 4390 4280 4540 4350 4630 4280 4580 4610 5050 4140 4620 4470 5310 3980 5390 4790 4450 4480 4260 4580 3890 4630 4360 4510 4040 4480 4110 5370 5200 4460 5220 4940 5010 4890 4250 4410 4460 4400 4580 4540 4090 4600 4550 4980 4380 4640 4280 5080 4040 5150 4810 4510 4490 4180 4380 4140 4520 4300 4550 4090 4690 4180 5390 5300 4570 5320 4940 5100 4960 4340 4400 4360 4470 4460 4590 4190 4590 4580 5020 4260 4630 4380 5190 4010 5270 4800 4480 4490 4220 4480 4024 4580 4330 4530 4070 4580 4140 5380 5250 0D 1SN01 SNJlfl NHOf 4940 5120 5000 4800 4570 4370 4410 4430 4510 4410 4460 4450 4730 4620 4640 4420 4730 4530 4820 4690 4850 4590 4400 4400 4240 4360 4310 4480 4310 4390 4260 4700 4920 220 190 10 170 130 180 20 200 140 210 Basis for Selection AC1 318, Section 5.3.2.1 (5 -1) Standard Devtatton: Required Strength f« Average Strength: 90 190 20 60 70 240 20 190 250 60 240 20 60 10 80 200 250 110 60 40 50 230 50 20 100 530 375 316 274 358 372 378 366 355 338 352 337 325 328 332 322 318 336 357 376 368 361 355 357 351 363 357 354 348 354 348 351 373 385 385 4516 4600 4570 4950 4940 4980 4980 4870 4800 4750 4720 4690 4680 4640 4640 4630 4660 4630 4630 4620 4650 4620 4650 4660 4650 4640 4620 4620 4600 4600 4590 4590 4570 4570 4560 4580 4600 TO:ST ?30.- 2T -11 pal psi per 1 L[1 30',d "QTE" Group, Inc. 9200 King Arthur Dallas, Texas 75247 (214) 678 -0227 PROJECT: Lattimore Aggregate Testing CLIENT: Lattimore Materials REMARKS: ASTM C-33 Size 57 Bridgeport Stone Sieve Analysis Test Method: (ASTM C -136) 1 .fnN 4 p Ye6kn:ltk.{ o-:6.$�iE of s.:.�.fi 1 1/2" 1" I A a4 #8 96.3 95 -100 40.5 25-60 2.3 0 10 1.1 0 -5 P sing #200 Sieve 0.8 Decant (ASTM C -117) Unit Weight (pcf) Average of 3 QTE REPRESENTATIVE: Bruce J Spracklen Maximum Allowed 3.0 Specific Gravit ASTM C -12 Bulk Absorption 2.642 0.61 Unit Wei ht D Rodded (ASTM C -29) 98.2 Respectfully submitted, `�iIf /,CtJL OD 1SN0:7 SNJfa NHOf PROJECT INSPECTION REPORT Page 1 of 1 Job No.: 00002.0002 Date: 03/15/02 IL- This report represents only the materials tented and may or may not be representative of identical or similar materials. This report shall no be reproduced except in its entirety and with the exprese written petmiaioo of QTE, Inc. T17:ST 'GI_11E1G— LT -1flt Lt'd 7171101 "QTE" Group, 1pc. 9200 King Arthur Dailas, Texas 75247 (214) 678 -0227 PROJECT: Lattimore Aggregate Testing CLIENT: Lattimore Materials REMARKS: Denton Blend C -33 Sand Sieve Analysis Test Method ASTM C -13 3/8" #4 #8 #16 #30 #50 #100 #200 Passin #200 Sieve 1.3 kt'Pi 1: vlis FM��AY!, 100 98.9 86.4 71.6 53.3 19.1 2.7 1.3 Unit Wei ht D Rodded ASTM C -29 100.7 100 95 -100 80-100 50 -85 25 -60 10 -30 0 -10 0 -3 Maximum 3.0 Bulk Abso lion QTE REPRESENTATIVE: Bruce J Spracklen Spairic Gravit Respectfully submi 03 1SNi: SNdi IH NHOf PROJECT INSPECTION REPORT Job No.: 00002.0002 Date: 03/15/02 This report represents only the =wilds tested and may or may not be representative of identical or similar materials. This report shall not be reproduced except in its entirety end With the e xprees Written permission of QTE, Inc. EO:ST _00_.— L.T -1nf EALL CONCRETE ENTERPRISES,LTD 1100 Westpark Way Euless, Texas 76040 A Company 817 -835 -4020 WARRANTIES: Seller's products are warranted to meet written specifications, if any, and to be free from defects in material and workmanship Seller makes no guarantee of finished work whatsoever. THE WARRANTY CONTAINED HEREIN 15 EXCLUSIVE; NO OTHER GUARANTEES OR WARRANTIES ARE DEPRESSED OR IMPLIED. In no event shall Seller be liable for an amount exceeding the net purchase price of the product Claims for shortages must be made at the time of delivery on the back hereof. Seller's trucks are not permitted to go beyond curb line except on p haser's authorization and risk and Seller will not be responsible for damage within curb or property line. The concrete strength shown on this ticket Is the specifications. Our concrete mixes are designed for specific slump and additional and guaranteed only when tested and sampled accordance a tr y poured concrete from freezing during the first seven days after delivery. additlonal w er r voids all guarantees. It is the buyer's responsibility to to protect freshly freshlslily CAUTION: Freshly mixed cement, mortar, concrete, or grout may cause skin Injury. Avoid contact where possible and wash exposed skin areas promptly with water. If any cement mixtures get into eyes, rinse immediately and repeatedly with water and get prompt medical attention. CUSTOMER RELEASE 1 ACKNOWLEDGE THAT BEALL CONCRETE ENT., LTD is not liable for damage of any nature or Idnd incurred by my request to move truck past curb line or right of way limits, and acknowledge willingness to pay wrecker fees or cost in repairing damaged property. CUSTOMER RELEASE SIGN: Free unloading time of 7 minutes per yard or 45 minutes max per truck to be computed from arrival on job. Demurrage at 560.00 per hour must be paid by the purchaser thereafter. CUSTOMER JOHN BURNS CONSTRUCTION CO. OF PO BO( 1117 CUSTOMER P.O. CUSTOMER JOB ID* SPECIAL INSTRUCTIONS FREEPORT PARKWAY AND SOUTHW 4 eilk Oiler &4 4 pry Baer .55 .171, t .vt PRODUCT 02000N etie INLOAD DESCRIPTION 30t 0 II CONCRET ,,2 III" I MUM L M 7e i 0 P OMER ID 15801 r Q QUANTITY 00 yARiolip RED 22.00 DATE 7i18/02 BATCH TIME BEALL M E DUE 6N JOB 0 04. PLANT 1 0 TRUC 0 DRIVER LORING MITCHELL UNIT PRICE 77 75 a TAX RATE 8.250 LEAVE PLANT ARRIVE JOB BEGIN POUR FINISH POUR LEAVE JOB f- f;* L ?I :e I ARRIVE AY PLANT TICKET GRAND TOTAL Ticket Number 13900112 WATER ADDED AT CUSTOMER REQUEST (GALIANS) FIRST MIDDLE__ _LAST___-- TEST CYLINDER TAKEN? YES NO RECEIVED IN GOOD ORDER BY EXTENDED PRICE a3 w SUBTOTAL TAX .2s- 2 TOTAL 86706 WHITE COPY CUSTOMER ALL OTHERS OFFICE 1 I CONTROL