Loading...
PA9901-CS061004 (2)P Lt z,?- 1'�Y-0077 f oy6vd� tool �liuy c` r Pi Foi Precast Drainage Structures - General X . ri p f"N'. M � Ir End Elevation Side Elemallon " VAM 4"14 W.W at-do 2,1M 9= 20-W mm 4U,3 55 .00 24.1m 9, 10D j Y6 Iz,ao 640 12a X1.00 2"Ou "JIM 36110 24,00 AAQQ 21 12MU ffm 12m 27 ho Hit-On W700 49,00 30-00 t! 400 — 14_ _�Z= 640 12A0 31-00 36,00 69,760 42,00 86.00 UAD 27 12.00 sm 12M ffj.00 42.00 904= 0.99 415.00 ON 1290 9.00 ZX 98.60 42.00 90.000 49.00 411 CM 4 2.00 00M Y1 LIDD 66.x0 00.W 6,764 N 12,00 .00 t2M 5160 40190 lit-Gap $11A "M 6,700 B'm 9 0100 ?0.00 $4X 4H 90 0.00 I'm WOW ftm 04X W. Peen Vkm hot*- 1 -) Aii e*wed comers shall Oo Mamforod W 2j MInsmum rolniorcing zhWl Im 04 0 6• (grade 00) or the equivalent steel waa provided In the form of welded wire fabric, 3-) Coripra;@ tgr prowt (#ool foymoO) Sections shall be a minim"m Qi CL 'A• (3,00O pril)- 4,) At ft option and expense of the Contractor the next larger size of headwwl may be surrilsmad as long as the V dimomillon cast Is that OW dithansk" subject to allow" or the roluimd the of plim, wK10coWn tolst a. so, age Precast Headwall - (Type 8) now nson Ha For Reinforced Concrete Pipe 7a.4 3-112-04 AZ 50.50 69.00 10/02 13 14 972 -221 -4100 LATTIMORE MATERIALS PAGE 02108 LMC Lattimore Materials Company 1700 Redbud Blvd, Suite 200 McKinney, Texas 75069 (972) 221 -4646 (main) (972) 221 -4100 (fax) www iettimorematerials.com Concrete Mix Design Date- 2 -00t -06 3 . Client: Huddleston Company Total Weight Project: Wagonwheel Park Ibs Coppell, Texas 14534 Materials, Cement: ASTM C -150, Type 1111 Flyash. ASTM C -618, Class F Coarse Agg . ASTM C 33, 1% 04 Crushed Stone Fine Agg. ASTM C -33, Concrete Sand Admixtures' ASTM C 494, Type A or D Slump ASTM C -260 1 Cubic Yard By weight - SS Mix No. 1261 (5 SK ,WR,AIR) Strength @ 28 Days 3000 psi G Air Cement 470 Ibs 0 lbs Coarse Aggregate 1850 Ibs Fine Aggregate 1354 Ibs Water 250 Ibs Admixture Water Reducer 19 ozs AEA 3 . ozs Total Weight 3924 Ibs Unit Weight 14534 pcf V" WICm Ratio 053 Fly Ash Replacement 0 % Maximum Temperature 95 o F Slump 3 -5 inches Entrained Air 3-61° Lattimore Materials Company guarantees the above mix design will achieve the specified strength when tested and evaluated In accordance with ASTM C172, C31, C39 and C94 (Including proper lnitial curing as per ASTM C31 Section 10.1.2), and when the recommended procedures for placement and curing outlined In ACI 305 and AC1306 are followed. In accordance with ASTM C94, Lattimore Materials Company shall receive all copies of testing reports, and they should be forwarded to our Quality Control Department (fax 972. 2214647) as soon as available. Failure to forward reports In a timely fashion can delay response time In dealing with concrete concerns as well as future project submittals. Thiz mix design submittal, price quote, or material specific Information (aggregate pro"Aldis, grading, material composition, or other Information regarding materials manufactured by Lattimore Materials Company) is proprietary and confidential and not to be chaired or transmmd In any form to any person or organization that Is not expressly authorised in writing by a designated official of Lattimore Materials Company Any unauthorized person or entity In possession of this Information will be prosecuted to the fullest extent of the law 10/02 13 14 972- 221 -4100 LM!' Field _ Test Data r Contractor The Beck Group Project: Southlake Town Square Southlake, Texas Laboratory: Terracon 1261 Data Updated: 10/02/06 Conk. # Date Slump Tem 1 11,']0i05 7.25 62 2 11 16/05 6.25 52 3 11/22/05 5 00 59 4 11 600 57 5 11'29/05 5.50 67 6 11.130105 600 52 7 12/05/45 4 -50 57 8 12/12/05 6.00 58 9 1.2/19/05 400 58 1.0 1.2/22/05 4.50 54 11 12/28/05 5.00 74 12 12/29'05 4.50 77 13 01/03/06 600 71. 14 01105106 5.75 60 15 01 /10!06 3.50 62 16 01/11. 400 64 17 01/17 700 58 IS 01/19/06 5.25 62 19 01/26/06 6.50 62 20 01/27/06 7.25 59 21 01/30/06 475 64 22 0 1/3 1 /06 300 69 23 02/01/06 600 62 24 02/06/06 1 00 55 25 02 /08 /06 5 75 59 26 02/0Q/06 6.25 63, 27 02/13/06 5.00 60 28 0211.5106 7.00 62 29 02/16/06 5 50 72 30 02/17'06 500 53 31 02/22/06 5.00 66 32 02/23/06 6.25 59 33 02/27 7.00 60 34 02/28/06 6.50 67 35 03/02/06 5.75 75 36 03/06/06 6.25 72 37 03/08/06 5.00 68 38 03/24/06 5 75 58 39 03/28/06 400 71 40 03/28/06 6.50 70 41 03/29/06 300 69 42 04/07/06 5.50 84 43 04/26/06 500 69 44 05/01 4.50 80 45 05/04/06 4,50 86 46 05/10/06 400 80 47 05/31/06 4 50 90 Air% 4.30 540 400 5.00 3.90 640 400 5.50 5 10 570 600 4,90 5.30 5.50 4.20 4.80 7.20 5.20 6 80 570 3 00 670 5.80 690 600 470 580 340 540 5 10 580 5 SO 5 50 4,70 5 50 5 50 520 5.20 5.80 370 480 4.20 5.20 400 480 LATTIMORE MATERIALS PAGE 03/08 Mix No. 1261 Data Updated: 10/02/06 I)cwign strength £,: 3000 psi Data Represents: 47 Test, vg. Slump: 5.42 Avg. A,ir" /6 5.12 R 1970 3270 2710 2380 3300 2600 3320 4220 3030 3060 2910 3110 2790 2990 3630 3210 2360 2640 3100 3050 3420 3150 3020 2230 2770 3070 2 ()50 2420 3070 3570 3610 3110 2490 2S10 2850 2420 3190 3200 2800 2320 3470 2160 241.0 2840 2590 2610 2790 3000 3270 2 2380 3300 2600 3320 4210 3030 3060 2910 3110 2790 2990 3630 3210 2360 2640 3100 3650 3420 3]50 3020 2230 2770 3070 2950 2420 3070 3570 3610 311.0 2490 281.0 2850 2420 3190 3200 2900 2320 3470 2160 2410 2840 2600 2790 3000 Cyl.1 3320 4770 3740 3610 4320 3630 4280 461.0 3920 4260 3880 3520 3380 3560 4650 5000 3480 3620 3820 3780 3750 3880 3640 3180 3770 4,130 3830 3520 4130 4980 4910 4020 3210 3870 3760 3430 3900 3950 3890 3510 4290 3500 3520 3560 3860 3980 3680 Basis for Selection ACI 318, Section 5.3.2.1 (5-1) Standard Deviation: 462 psi Required Strength t'.: 3619 psi Average Strength: 3890 psi Jbtz 28 Day 28 Da ,/3 Range St.Dev. Aun.Avg. 3270 3300 50 3300 4880 4830 1.10 1082 4070 3950 3850 3990 210 775 3990 3220 3420 4030 390 695 3850 4240 4280 3850 80 632 3940 3630 3630 3780 0 579 3890 4760 4520 4140 480 590 3980 4.120 4370 4170 490 555 4030 4090 4010 4300 170 519 4020 4460 4.360 4250 200 501 4060 3810 3850 4070 70 479 4040 3950 3740 3980 430 465 4010 3360 3370 3650 20 480 3960 3780 3670 3590 220 467 3940 4850 4750 3930 200 496 4000 4760 4880 4430 240 528 4050 3290 3390 4010 190 536 4010 351.0 3570 4050 110 530 3990 3950 3890 3620 130 516 3980 3710 3750 3740 70 505 3970 4000 3880 3840 250 492 3970 4310 4100 3910 430 481 3970 3850 3750 3910 210 472 3960 3110 3150 3670 70 491 3930 4200 3990 3630 430 481 3930 4070 4200 3780 260 474 3940 3820 3830 4010 l0 465 3940 3540 3530 3850 20 463 3920 4130 4130 3830 0 456 3930 5050 5020 4230 70 491 3970 461.0 4760 4640 300 503 3990 4160 4090 4620 140 495 4000 3220 3220 4020 10 506 3970 3530 3700 4160 340 500 3960 3670 3720 3900 90 494 3960 33310 3370 3600 1.20 497 3940 3420 3660 3580 480 492 3930 4010 3980 3670 60 486 3930 3960 3930 3860 70 479 3930 3470 3490 3800 40 478 3929 4270 4280 3900 20 475 3930 3190 3350 3710 310 478 3920 3380 3450 3690 140 478 3910 3580 3570 3460 20 475 3900 3840 3850 3620 20 469 3900 4070 4030 3820 90 465 3900 3450 3570 3800 230 462 3890 1261 - Southlake Town Square (submittal) 1 10/02/2006 13 14 972- 221 -4100 LATTIMORE MATERIALS PAGE 08/08 oUALITY W _ NIEVEme _ "' �• W DESCRiPT'ION plastiment is a water - reducing and re- tarding admixture. Plastiment contains no calcium chloride or any other inten- tionally added chlorides, Plastiment meets the requirements of ASTM C -494 Types B and D and AASHTO M194 Types B and D APPLICA TIONS Plastiment Is recommended for use when- ever high quaility concrete with Predict- able and controlled set times is desired. Use In natwork anti horigontai of vertical slipform 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 rlse and reduces the risk of thermal cracking. A initial set times are delayed, allowing time for proper placement and rinish- Ing without cold joints in hot weather conditions. A Plastiment increases concrete density and delivers increased early and uhl- mate, compressive and flexural strengths 1/97 Plastimen Water Redwing an Retarding Admix lure (Types B & D) • For fiatwork applicatlons lastimenl acts as a finishing aid, workability is Improved, bleeding is controlled and a superior surface finish is obtained. ♦ Lower water cement ratios provide decreased permeability and increased durability PACKAGING Plastiment Is supplied in 55 gallon (208 liter) drums and bulk delivery S70RAGE AND SHELF -LIFE Plastiment should be stored at above 30°F ( 1 °C) if frozen, thaw and agitate thoroughly to return to normal state before use Combination with other A dmi xtures: Plastiment works effectively �s a single Shelf life when stored In dry warehouse admixture or in combination with other conditions between 50 - F and 80-F (10"C- admixtures in the Sike System 27 °C) is one year minimum, PH >8 DOSAGE Skin and eye Irritant: avoid contact, The Addition rates of 2 4 fl, bz.1100 lbs. 1130 -250 m11100 kg) cement are rec- use of NIOSHIMSHA approved respira- tor, safety goggles and rubber gloves Is ommended for general concrete applica- recommended. Avold breathing product. Lions Where extended ret6rdation is Use with adequate ventilation. Remove required dosage maybe incre�sed .Please contaminated clothing. contact your local Sika Re�resentative for information and assistanLa. FIRSTA /A Wash skin with soap and water, In case MIXING of eye contact, flush with water for 15 Wash cloth - Add Plastiment at the concrete plant minutes: contact a physician Measure required quantity Manually or Ing before reuse by automated dispenser Aid Into the sand at the weigh hopper water line at the batch plant. or into the CLEAN UP Contain and collect with absorbent mate- rial. Dispose of in accordance with local, When used in combination with other state and federal regulations. admixtures, care must be taken to dis- pense each admixture separately into the mix Do not mix with dry cement. FOP ASTM CERTIFICATION ASTM C•494 Types B and D COLOR Yellow /Green SPECIFIC GRAVITY 9/Ml 1 18 f 0 5 PH >8 I CHLORIDES % -t 0.1 10!0212006 13 972- 221 -4100 LATTIMORE MATERIALS PAGE 07108 Q UALITY m �rNiEVt =nh�H i � DESCRJP77ON Plastocrete 161 is a polymer -type water - reducing admixture Plastocrete 161 contains no chlorides. Plastocrete 161 meets the requirements of ASTM C•494Type Aand AASHTO M194 Type A. APPLICATIONS Plastocrete 161 is recommended for use In 911 applications where high quality concrete with superior workability and normal setting times is required HOW IT WORKS Plastocrete 161 water reducing admix- ture provides an economical and highly effective means of reducing the amount of mixing water required to produce con- crete of a certain slump by acting as a dispersant for the cement particles In the mix, Through this dispersing action more of the surface area of the cement particles 15 available for early hydration The more cement particles hydrated by contact With the mixing water the greater the compressive strength of the concrete ADVANTAGES Plastocrete 161 is formulated as a Type A water reducer to allow 7 • 10% water reduction and maximize the benefits of Increased hydration in both the hard- ened and plastic states. BENEFITS ♦ Reduced water content required to achieve desired slump, increases compressive and flexural strengths and allows the use of more economi cal mixes. A Improved paste quality makes con- crete easier to pump and finlsh Plastocrete" 161 Water Reducing Admixture (Type A) ♦ ConSlst setting times through out the recommended dosage. ♦ Lower water cement ratios provide decreased permeability and Increased durability Combination with other Admixtures: Plastocrete 161 works effectively as a single admixture or in combination with other admixtures in the Sika System When air entrained concrete is specified, Sika recommends the use of Slka air entraining 91199 PACKAGING Plastocrete 161 is supplied in 55 gallon (208 liter) drums and bulk delivery STORAGE AND SHELF -LIFE Plastocrete 161 should be stored at above wr (2°C) If frozen thaw and agitate thoroughly to retum to normal state before use, Shelf life when stored In dry warehouse conditions between 50 °F and 80 (10 °C 2M) Is one year minimum. agents HOW TO USE Skin and eye irritant; avold contact- The use DOSAGE of NioSHIMSHA approved respirator, Addition rates of 3 6 fl ozJ1001bs, (195 safety goggles and rubber gloves Is rec - 390 mi1100 kg) of cement are recom- ommended, Avoid breathing product. Use mended for general concrete applications with adequate ventilation. Remove con - where normal setting characteristics are taminated clothing. desired MIXING Plastocrete 161 Is added at the concrete plant. Measure required quantity manually or by automated dispenser Add into the sand at tha weigh hopper or into the water line at the batch plant, When used in combination with other ad- mixtures, care must be taken to dispense each admixture separately Into the mix Do not mix with dry cement. FIR$ 1 - AID Wash skin with soap and water I n case or eye contact, flush with water for 15 minutes; contact physician, Wash clothing before re -use. CLEAN UP Contain and collect with absorbent mate- rial. Dispose of in accordance with local, state and federal regulations TYPICAL DATA Ff ASTM CERTIFICATION a ASTM C -484 Type A COLOR Brown SPECIFIC GRAVITY g✓m1 1 17 t 0.05 PH >8 CHLORIDES % <0.1 10/02/2006 13'14 972- 221 -4100 LATTIMORE MATERIALS PAGE 06/08 OUALITY w ��lvlE'VEM� s � 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 pre- dictable air contents in concrete, with uniform air bubble spacing throughout the concrete matrix Slka AEA -15 meets the requirements of ASTM C -260 for air entraining admixtures and AASHTO M -154 APPLICA TIONS Sika AEA -15 can be used whenever air entrained concrete is desired. Reaciv- mix, precast and block producers can an achieve optimum entrained air con- tents, even where harsh mixes are used or fly -ash is added to 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 - thaw cycles can cause Scaling and dam- age to the concrete surface. Air entraining agents help to prevent stating by creating millions of micro- scopic air voids, allowing water trapped in the concrete to expand when the concrete freezes, thus preventing cracks caused by natural expansion Entrained air voids In the concrete will also increase durability in harsh environments where concrete is exposed to deicing Batts. marine salts and sulfates Workability and placeabiNty 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 less water is needed to obtain the desired workability Sika 0 AEA -15 Air Entraining Admixture !l W TG DOSAGE" Addition rates will vary depending on the air content required for a particular project - Typicaly air 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 concrete include, but are not limited to, cementcontent and type, sand gradation, temperature and water content. Sika recommends that trial mixes be tested whenever material or any other changes are made that may affect the amount of entrained air Dosage rates for Sika AEA -15 will typi- cally fall between 114 antl 1 n. oz.1100 lbs. (16 - 85 m11100 kg) of cement to entrain between 4 and 6 percent air Higher air contents may be obtained by increasing the dosage rate. Combination with other admixtures, par- ticularly water reducers and retarders, will tend to increase the amount of entrained air inthemix Air contents shouldbechecked with an air -meter after batching and dosage adjustments made at the concrete plant. MIXING Measure the required quantity per batch manually or with automatic dispenser equipment. Add Sika AEA -15 to mixing water or sand Do not mix with dry ce- ment. When used in combination with other 17199 admixtures, care must be taken to dis- pense each admixture separately into the mix PACKAGING Sika AEA -15 is supplied in 55 gallon 08 liter) drums and bulk delivery STORAGE AND SO4C41' LIFE Slka AEA -15 should be stored at above 35 °F (2 "C) If frozen, thaw and agitate thoroughly to return to Its normal state before use Shelf life when stored in dry warehouse Conditions between 50 °F and 80 "K ( 27 0 G) Is 1 year minimum. Skin and eye irritant; avoid contact. The use of NIDSHIMSHA 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, flush with water for 15 minutes; contact a physician Wash cloth- ing before reuse. CLEAN UP Contain and collect with absorbent ma- terial Dispose of In accordance with local, state and federal regulations. TYPICAL E ) A TA FOP 51KA ASTM CER77FICATION AEA-15 C -260 Air Entraining Admixtures COLOR Brown SPECIFIC GRAVITY g/mf 1.02 ± 0.02 PH > 8 CHLORIDES % c 0.1 10/02/2006 13 14 972- 221 -4100 LATTIMORE MATERIALS PAGE 05/08 LMC Lattimore Materials Company 1700 Redbud Blvd, Suite 200 McKinney, Texas 75069 972 -221 -4646 (main) 972221 -9647 (fax) www.l atti m o re mate ria I s, com Gradation Analysis for Fine Aggregates ASTM C29, C33, 0117, 0128 & D75 Date Sampled: 11- Sep -2008 Sample: Spec Date ran: 13- Sep -2006 Source: Denton Total dry wt: 742.6 grams Location: Load Out Sieve 3/8" 1/4" #4 Size (in) 0.375 0.250 0.188 Wt. Ret. 0.0 2.8 12.6 % Ret. 0.0% 0.4% 1.7% % Pass 100.0% 99.6% 98.3% % Passing ASTM C33 Limits 100% - 95% to 100% % Retained TxDOT 421 0% - 0% to 5% #8 0.094 1293 17.4% 82.6% 80% to 100% 0% to 20% #10 0.079 152.2 20.5% 79.5% - - #16 0.047 221.3 29.8% 70.2% 50% to 85% 15% to 50% #20 0.033 258.6 34.8% 65.2% - - #30 0.023 308.8 41.6% 58.4% 25% to 60% 35% to 75% #40 0.017 389.2 52.4% 47.6% - #50 0.012 535.4 72.1% 27.9/0 5% to 30% 65% to 90% #80 0.007 679.6 91.5% 8.5% - - #100 0.006 702.1 94.5% 5.5% 0% to 10% 90% to 100% #200 1 0.003 732.8 98.7% 1.3% 0% to 3% 97% to 100% PAN - Fineness Mod.: 2.57 Sand Eq.: 90.2 Specific Gravity: 2.64 Dry Loose Unit Wt: 100.90 lb/ft' Dry Rodded Unit Wt: 116.14 lb/ft Absorbtion: 1.23%