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SS9901-SP040701Turner Collie Braden Inc. TR N SMITT ,L To: From: Date: Job No.: Subject: See Distribution George Cisneros, P.E. - TCB July 01, 2004 052 131124.0001 04000.A123 (2.1) Deforest and Sandy Lake Wastewater Lift Stations and Force Main Improvements Force Main Lines A&B Shop Drawing Review Comments Submittal No. 2 TCB has the following comments on this submittal: Description Status Comment Concrete Mix Design No Exceptions Taken for CIP MH Structures MH pipe to manhole Rejected Contractor to install Kor-n-seal boot connector* assembly; MH Rubber Gasket for Rejected Manhole section joints to be sealed with Section Joints* Ramnek strips; Detectable Tape Revise and resubmit Per General Notes, detector tape shall state in a minimum of 1 ½" letters "Pressurized Wastewater" continuously along the tape; D.I. Pipe* Submit Specified Item When you re-submit the shop drawings, please address all comments and submit six (6) copies to this office. Comments noted with an asterisk (*) above were noted in our previous review but not addressed in this submittal. Distribution: IX] 2 copies of submittal to the City [X] 3 copies of submittal to C.J. Louis Construction of Texas [X] I copy of submittal to TCB file [ ] Other 7/1/04 1 / 1 P:/Copp¢Ii/DF SL~VM Const/Line A&B\Shop Dwg Trans 2004 07 0 I.doc S.J. LOUIS CONSTRUCTION OF TEXAS LTD. 520 South 6th Ave., P.O. Box 834 Mansfield, Texas 76063 817/477-0320 Office · 817/477-0552 Fax Equal Opportunity Employer / Contractor March 24, 2004 Turner Collie & Braden, Inc. 17300 Dallas Parkway, Suite 1010 Dallas, Texas 75248 Attn: Ted B. Sugg, P.E. Re: Deforest Road Lift Station Improvements Force Main Lines A & B Project No. SS 99-01 Attached is Submittal Data for: Manhole Structures Concrete Mixes This material is proposed for use on the above referenced project. Please call me at 817-477-0320 if you have any questions, or require additional information Sincerely, S. J. LOUIS CONSTRUCTION OF TEXAS LTD., LLP Certification Statement: By this submittal, I hereby represent that I have determined and verified all field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data affecting this submittal and I have checked and coordinated this submittal with other applicable approved submittals and Contract requirements." S.J. LOUIS CONSTRUCTION OF TEXAS LTD. 520 South 6th Ave., P.O. Box 834 8'17/477-0320 Office · 817/477.0552 Fax MansfieJd, Texas 76063 Equal Opportunity Employer / Contractor March 24, 2004 Turner Collie & Braden, Inc. 17300 Dallas Parkway, Suite 1010 Dallas, Texas 75248 Ted B. Sugg, P.E. Re: Deforest Road Lift Station Improvements Force Main Lines A & B Project No. SS 99-01 Attached is Submittal Data for: Manhole Structures Concrete Mixes This material is proposed for use on the above referenced project. Please call me at 817-477-0320 if you have any questions, or require additional information SinCerely, S. J. LOUIS CONSTRUCTION OF TEXAS LTD., LLP Certification Statement: By this submittal, I hereby represent that I have determined and vedfled all field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data affecting this submittal and I have checked and coordinated this submittal with other applicable approved submittals and Contract requirements." LMC facs~m~'le TRANSMITTAL TO: SJ Louis Attn: Sam fax#: 827-477-0552 ? pages total RE: Concrete Mix Designs Note: P7ease forward copies of reports to our qC Department. all concrete test FROM: curtis Lee qua 1 ity Con tro 1 Lattlmore Materials Co. P.O. BOX $56 McKinney, Texas 75070 ~'hone: 972-221-4646 Fax: 972-221-9647 LMC ! I I CEent: $ J Louis Project: Materials: Date: 21-May-04 Coppell, Texas Cement: ASTM C-150 Type UII Fiyash, ^STM C-~18, Class F Coarse Agg: AaTM C 33, 1"-/¢4 Crushed Stone Fine Ag9. AaTM C-33, Concrete Send Adm{xtures; AaTM C 494, Type A or O 1 Cubic Yard By W~[~ht - 1701 {6 aK ,WR,AIR) Mix No. Strength ~ 28 Days 4000 psi Air 564 lbs Cement 0 Coarse Aggregate 1050 Fine Aggregate 1245 lbs 262 lbs Water Admixture Water Eeducer 23 oz~ ~ 3921 Total Weigt~t 14521 pcf Unit Weigh[: 0,46 W/Cra Retie Fly A~h RePla, cement 0% 95°F Maximum T~mperature 5-7 inches Slump 3-6% Entrained A~r This mix domign eubmil~t and Or price quote la proprietary and co~lfldaotlal and net to be shared nor transmitted in any form to any person or organization that 12 net expressly auOlorlzed in writing by a Lattlmore Materiels Company guarantees the above mix design will achfevo the I~clfl~ atreng~ GH Lsttimore Materials Company P.O. Box $56 - ~/~¢Kin~, Tc*/*~ 75070-0556 (972) 221~6 - (~72) 569~ LMC II I REPORT OF: PROJECT: DATE: METHOD: MATERIAL SOURCE: Lattimore Materials Co. 1700 Radbud Blvd., Suite 200 McKinney, Tex~s 75070 Offlc.-* (572) 22t-4646 Fax; (972) 221-9647 Analysis of Fine Aggregate Various Projects 4/22/2O04 ASTM C29~ C33, CllT, C128 & D75 Denton Blend Spec Sand SPECIFICATIONS SIEVE PERCENT PERCENT SIZE PASSING PASSING 318" 100.0 100 1/4" 99.6 --- #4 97.4 95 - 100 #8 83.3 80 ~.~00 #10 79.5 #16 70.5 50 ° 85 #20 64.9 ---~ #30 55.5 25 60 #40 41.4 #50 22.7 10 - 30 #80 7.0 #100 3.8 0 - 10 #200 1.0 0 - 3 DRY RODDED UNIT WEIGHT = 115.5 PCF SPECIFIC GRAVITY ' - 2.62 FINENESS MODULUS = 2.67 MINUS 200% = 0.t0% ABSORBTION = 1.20% ~ Richard S. Szecsy~ PhD~ PE REPORT OF: PROJECT~ DATE: METHOD: MATERIAL SOURCE: SIEVE SIZE Lattimore Materials Co. 1700 Redbud Blvd., Suite 200 McKinney, Texas 75070 Off;ce: (972) 221-4646 Fax: (972) 221-9647 Analysis of Coarse Aggregate Various Projects 0 4/2 9/2 O 0 4 ASTM C29, C33, C117, {3127 & D75 Bridgeport 1"- #4 Crushed Stone PERCENT PASSING SPECIFICATIONS PERCENT PASSING I 1/2" 3/4" 3/8" #4 #8 100.0 100 98.5 95 - 100 86.7 -- 59.0 25 - 6O 44.4 -- 8.1 0 - t0 0.8 0- 5 DRY RODDED UNIT WEIGHT = t01.72 PCF SPECIFIC GRAVITY = 2.68 MINUS 200% = 0.39% ABSORBTiON = 0.85% "~~- New Product Development & Risk Management Sika® AEA-15 Air Entraining Admixture 1/97 DESCRIPTION ASTM C'260 for air entraining aomix~ures a nd AAS HTO M- 154 ~PPLICA TION$ S~ka AEA-15 can be used whenever air entrained concrete e desired Ready- m,x, precae! end block producers car' ali achieve optimum entrained a,r con- tents, even where harsh mixes are used Work&bilib/and placeebility are also ~m- proved by the lubricating action of the microscopic bubbles in the concrete Concrete will flow ~atter, and ~leeding and ~hrinkage will De reduced because le~s water *S needed to 6~tain the desired DOSAGE Addilion r ales ,,,¢11 vany dap end~n g on the air COhtent required [or a particular project entrained air Dosage rates for Si,~a AEA-15 will typi- c8!ly raj]between ll4anol [I cz/100lbs (16 - 65 mi/100 kg) of cement to entrain between 4 and 6 percent &Jr Higher contents may be obtained by increasing the dosage rate Combination wit~ of her admixtures, ticulady water*educers and retarders, will tend to i~6rease the ~ount ¢ entrained ~r tn the mix Air contents should be checked ~fn an a~r~eter a~er ~atchi~g and dos6ge MIXING PACKAGING Sika AEA-15 is supphed in 55 gallon (2.08 liter) drums and bulk delivery STORA GEAND SHELFLIFE Sika AEA-15 should be stored at alcove 35:'F (2°C) If frozen, thaw and aei~ate thoroughly to relum to its normal~tate beforeuae Shelf life when Stored in ~ry warehouse conditions between 50°¢ and 80°F ( 10'C- 27°C) is 1 year minimum, of NIOSN/MSNA approved respirator. safeb/goggle¢ and rubber 9love a is rec- ASTM CERTIFICATION 0-260 Air Entraining Admixtures COLOR Brown SPEClFICGR4VITYg/ml 1 02 ± 002 pH > 8 CHLORIDES % < C, 1 Plastocrete® 161 Water Reducing Admixture (Type A) 1/97 DESCRIPTION · Improved pasle duality makes con- crele easier ID pump and finish durabrlit~ admixtures in !he Sika System When PACKAGING Praetor'rote 161 is supplied in 55 gallon (208 liler) drums an(2 bulk clelive~. STORAGEANDSHELF-LIFE 35oF (2=C) If frozen, (haw and acJi[a(e Shelf life when stored in dr,/watehouee conditions Defween 5n'~¢ and B0°; ( 10'~C - 27"0) is one year m~nimum. -' DOS4GE Addidon ratasof3-8 fl oz ilO01b$ 095 - 39(} mi/100 kg) of cement are recom- mended for general concrete application~ MIXING san d at the weigh hopper or into the water When used in combination with other ad- Skin and eye irrii'an (; avOid contact'l'he use of NIOSH/MSHA approved respirator. ssfe~, goggles and ru~3ber gloves is rec- ommended. Avoid brea:hing product Use with adequate ventilabon Remove Con- taminated clothing. FIRSTAID CLEAN UP Contain and collec with absorbe¢t male- rial. Dispose of in accordance wilh lOCal state and federa~ regulation.~. ASTM CERTIFICATION AS'TM C-494 Type A COLOR Brown SPECIFIC GRAVITY g/mi 1 17.0 05 pH CHLORIDES % <0.1 Plastiment : ® Water Reducing and Retarding Admixture (Types 1/97 DESCRIPTION A$-M C.494 Ty0~$ B 8nd 0 and AASHTO M194 Tyces B and O APPLICATIONS BENEFITS ~ln mass concrete pOurS PIsstimen~ COntrols temperature rise and reduC6s [re risk Ol Ihermel cracking · Lower wa. ret cem=.m rat;os Crovioe decreased permeability 8nd increased durability Combination with other Admrxtu,"es: P]SSl ment works effectively aS s single admixtures if' the $ika System PACKAGING Plastiment is sul~Dl[ed in ,55 gallom (208 liter} drums and bulk delivery. STORAGEANDSWELF*LIFE Plasliment should be stored at =-Dove 30°P (-1~C) If frozen, thaw and agitate thoroughly Io return fo normal state befcr6 USe S~elf life when stored in dry warehouse COndl(ions between 50~'¢ and 80"F['J 27~C) la one year minimum DOSAGE AddS[ion re{es Of 2 - 4 fl cz/100 lbs (t30-260 mt/100 kg) cemeqt are rec- cmmended for generar Concrete appUca- hone Where e×~ended retardation ~s reduiteddosagemaybeSncreased Please contact your local Sike Resresentatfve for ~nformat~on and assistance MIXING Add Plastimenf at [ha C0ncrele plant Skin and eye irritanL avoid contac'[, The use et tqlOSH/MSMA approved res0ira. CLEAN UP ASTMCERTIFIC~4TION ASTM C-494 Types B and D COLOR Yellow/G teen SPECIFICGRAVlTYg/ml t 1,9 = 0 5 pH · 8 CHLOI~IDES% < 0 1 LMC project: Field Test Data Hughs &Sons New Crandall High School Mix No. 1701 Data Updated: 1 .U23/03 D~$ign Strength f,: 4000 p~i Conc. Date Slump Temp ~Mr% Cyl.1 7Avg. Basis for Selection 28 Da~_Cnmpr~aw~e Stren_q.gth Data 28 D'a~' Cyl.1 CyL2 SetAvg Avg./3 Range SLDtw. ACI 318, Section 5.3.2.1 (5-1) Standard Dtvlatton: 287 psi 4385 p,~ 4430 psi !8 Day Run. Avg. 1 06/25/03 375 94 220 3290 .2 06/28/03 500 93 4 lO 3480 3 06/28/03 525 90 4.00 3350 4 06/28/03 525 90 390 3970 5 07/02/03 450 92 5 O0 3280 6 07/03/03 5 00 98 3200 7 07/09/03 4 25 93 3,90 3790 8 07/09/03 4 50 93 3700 9 07/09/03 a 50 95 3.50 3620 10 07/09/03 4 75 94 3 80 4030 I 1 07/1 I103 4 50 100 4 50 3570 12 07111/03 400 98 3810 13 07/17/03 475 89 380 3970 14 07117/03 500 89 380 3580 15 07/24/03 400 93 4 60 3620 16 07/24/03 450 94 440 3460 17 07/25/03 4 75 93 4.50 3730 15 07/28/03 ¢25 94 4 80 3550 19 :')8/08/03 50D 92 ~80 3460 20 08/l 1/03 5 O0 94 3 20 3140 21 08/I l/Q3 525 95 3 00 3250 22 08/[3/03 400 92 390 4050 23 08/13/03 500 90 510 3780 24 08/22/03 5 00 93 4 20 26c)0 25 08/22/03 475 97 5 30 3580 26 08/22103 550 99 380 3290 27 08/29/03 5 25 91 170 3870 28 08/29/03 4 50 94 3.90 5980 29 08/29/03 d50 97 430 3490 30 08/29/03 500 95 ~ 70 3530 3 / 08/29/03 4 50 95 4 70 3850 32 09/09/03 4 75 85 5 60 3290 33 09/09/03 5 00 87 5 lO 3190 34 09/10/03 475 87 5 10 3310 35 09/10/03 500 88 4 30 3;90 36 09/!6/03 4 S0 87 4 00 3310 37 09/19/~J3 5 25 79 2 60 3470 38 09/22103 3 75 79 330 3470 39 t¢1/20/rl3 4001 83 300 3590 4n In~27/t).~ 5 25 80 3700 41 I 1/04/H': 4 50 75 4 90 3390 3290 4030 4040 4040 10 3480 4240 1290 4270 50 [63 3350 4620 4550 4590 4430 70 276 3970 4450 4400 4430 4510 50 235 3280 4410 4050 4230 4420 360 208 3200 3930 4100 4020 4020 170 221 3790 4630 4850 4740 4400 220 271 3700 4260 4320 4290 434.0 60 251 3620 4560 4510 4~40 4520 50 245 4030 4840 4760 4800 4540 80 272 3570 4240 4420 4330 4560 180 258 3810 4770 4550 4660 4600 220 258 3970 4700 4750 4730 4570 50 263 3580 4510 4330 4420 4600 180 252 3620 4440 4230 4340 4500 210 245 3460 4030 4010 4020 4260 20 257 3730 4100 4510 4310 4220 410 250 3550 4280 4010 4150 4230 270 250 3460 4180 4270 4230 4230 90 2d5 3140 4500 4520 4510 4370 20 24[ 3250 4030 4060 4050 4260 30 245 4050 4720 4860 4790 4450 14O 256 3780 44i0 4360 4390 4410 50 250 2600 4020 40t0 4020 4400 I0 256 3580 4380 4190 4290 4230 190 251 3Z90 4100 4230 4170 4160 130 249 3870 5340 5130 5240 4570 210 297 3980 4930 4890 4910 4770 40 307 3490 4580 4480 4530 4890 100 303 3530 4530 4700 4620 4690 170 300 3850 4490 4360 4430 4530 130 295 3290 4060 4100 4080 4380 40 296 3190 4300 4070 4190 4230 230 294 3310 4630 4530 4580 4280 100 29I 3190 457n 4390 4480 4420 180 287 3310 4480 4480 4480 4510 rj 283 3470 4650 478D 4720 4560 I3t~ 281 3470 4710 4670 4690 4630 40 283 3590 3990 408(t 4040 4480 90 286 3700 4730 a900 4820 4570 170 29H 3390 4330 4200 4270 4460 t 3(3 287 4040 4160 4300 4330 4310 -' ' 4260 4330 4330 4350 4400 4390 4410 4440 4440 4430 4400 4400 4380 4380 4380 4370 4390 4390 4370 4370 4360 4390 4410 4420 4420 4420 4410 4400 4410 4410 4410 4420 4430 4420 4430 4430