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DR0501-SP060424r0NSTRUC;T1aN To: Larry Davis / City of Coppell 255 Parkway Coppell , Texas 75019 Re. City of Coppell / Wagon Wheel Park Outfall Structure Drainage Project Project # DR -05 -01 Contract# Q- 0306-02 Date 4/24/2006 Via: Mail ❑ Messenger Airborne❑ Fax ❑ Air Delivery ❑ O/N ❑ 2nd Day Purpose: VORTEX CONSTRUCTION G.P , INC Operation & Maintenance ❑ Final Approval ■ Distribution ❑ Use & Information ■ Your Request ❑ v Randy Bohannon Phone 214.902.0454 * Fax 214.902.0119 9744 Brockbank * Dallas, Texas 75222 = Data and MSDS Submittals �• m - � m � Purpose: VORTEX CONSTRUCTION G.P , INC Operation & Maintenance ❑ Final Approval ■ Distribution ❑ Use & Information ■ Your Request ❑ v Randy Bohannon Phone 214.902.0454 * Fax 214.902.0119 9744 Brockbank * Dallas, Texas 75222 C T B D �i APR -21 -2006 FR i 07:58 Ail TX i. 0TI M. PLAN T 9725019304 P. 01 lrxuu*wLgm GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS r ����l`�,� - '-- OALCAS FORT WORTH HOUSTON ,6US7IN LONGVIEW I ,e 2400 Gravel Lrwe. Bldg 25 Fort WDrth, Texas 761 ;)hone (817) 284-9363 fax*(817) 284 -9430 r� Client: TXI project Miscetianeous Testing TMI Report No. FC00- 068 -03 Report Date. 12103/2003 Moisture- Density Relationship Report Distribution f2)TXi Project information Material Origin. On Site (TXI Plant) Tested By Debera Cox Sampie Location. St0Ck211 Sample Date 1 1/19/2003 Material Description 3 i 6% Type 1111 Cement Added Material Use* Cemen; Treated Base (CTS" Moisture Density Relationship - Curve No. 6685 1141 117 Dry Oansily (pct} t?9 IV f ( I I (0s -Z. G5) 1 { f 1 viois-wre Content f%I Material Properties and Test Information - Curve No. 6685 Maximum Dry Density- C D Liquid UmiC 2 ­ Optimum Moisture Percent: 6.0 ..r Mastic Limit: 16 Plasticity Index 11 Test Method($)- ASTM 0- 1�5rf -B ASTM DA3111-S - ''tarnmer Description* Met;hanlcai Preparation Procedure Moist CONFE1, TERRA -MAR, INC. The results presented in this report pertain only to the Specific items tested_ This report was produced for the exdusive use of the plant. Any rsQroducttort of this report, or any part therein is strictly prohibited without the express written :Ansent of TM eagc t of I APR-2 21006 FR I 07:58 AM TXI . G T M. PLANT 97250:9304 E 02 TERRA -MAR, INC. Consulting Engineers Geotechnical Environmental Construction Materials Testing AUSTIN DALLAS FORT WORTH HOUSTON 2400 Gra Dri ve F o rt Worth, Texas x6118 Phone 8171284 -9363 Fax 6171264 -9430 LABORATORY TEST REPORT Client: TXI Project: Miscellaneous Testing Test. Percent Passing #200 Sieve / Sieve Analysis Test Method: ASTM C 1171 C 136 Sampled By: Citent Q Report No FC00 -068 -031 Date: November 19, 2003 TMI Sample No 6685 MATERIAL ORIGIN: MATERIAL LOCATION: MATERIAL DESCRIPTION MATERIAL USE- On -site (TXI Stockpt4e Blended Recycled Material Cement Treated Base (CTB) Sieve Analysts Reviewed by Specked Sieve Size Actual % R etain ed Actual % PaS sin 2 -112 0 700 2° 0 100 2 96 7/8" 7 93 314' 1 0 90 1/2 20 80 �- I 3/8" 26 74 No. 4 44 56 No. 10 57 43 No. 40 68 32 No. 80 19 No. 200 87 1 3 Oa I R Carl Lee, S.E T Materials Testing Manager Laboratory Technician: D R. Cox CONFIDENTIAL Distribution TXf (2) Test results comply with project specifications unless indicated by "Non - Compliance" above. The results presented in this report pertain only to the specific items tested- This report was produced for the exclusive use of the client. Any reproduction of this report. or any part therein is stricity prohibited without the expressed written consent of TMI APR-2 FR 1 07:59 AM '"IX1.10TIM.PLANT 97250 i 9304 P. 03 TERRA -MAR, INC. Consulting Engineers Geotechnical Environmental Construction Materials Testing AUSTIN DALLAS FORT WORTH HOUSTON 2400 Gravel Or, Fort Worth, Texas 76118 Phone 817/284 -9363 TEST REPORT Client: TXI Report No.; FC00- 068 -031 Project: Miscellaneous Testing Gate• November 19, 2003 Sampled By_ Client TMI Sample; 6685 Compressive Strength of Molded Soil - Cement Cvfinders - ASTM 171R3� Specimen Cement ' Moisture I dry I Co ; Density T A e Load Compressive Percent dent {d Ysj (fbs} Strength { �Ibs /cf) ++ (p si ) 1 4% 5 9% 132.7 7 1 11260 400 -' 2 4% 60 1 32 4 7 11510 4 3 4�, % 133 7 1206 42 1 6% Ava. - r 1 410 .__. 7 3 04 - 131 3 7 15500 550 2 6% 6 3% 132 6 7 fi 15410 545 3 6% 6 3% 133 1 7 15644 555 _ 1 8 7 2% 1 130 - 1 7 ' 18170 640 2 8% 1 64% °!0 131.2 7 20060 710 3 i -~ 8% 6 0 1306 1 7 19170 68 r Avg.680 1 10% 6 7% i 1286 7 22570 800 2 10% 6 7% i 1291 1 7 21270 750 3 10% 60% 1318 7 22590 800 Avg. 785 Area (sq. in.) = 28 27 Material Description Reviewed by 3 , �I �p �dJ`Q - 'e Blended Recycled Matenai I �/ Type ill t 4% Cement 6% Cement CONFIDENTIAL Distribution TXI (2) l/ -- - -- _­ Materials Testing Manager Laboratory Technician: Debera R Cox / Bryan Mack Test results comply with project specifications unless indicated by - tow - Compliance above. The results presented in this report pertain only to the specific items testes This report was produced for the exrtusive use of the client Any reproduction of this report, ar any part therein. is strictly prohibited without the expressed written consent of TMl APR-17 -2006 MON 03:35 PM T){ I . UM. PLANT 9725019304 The Revolution of Base REBASE'" is a T7ii proprietary LEER "" compatiblebondedbase/sub- base material produced by the process of kbod> crushed Macted conMttvctronldemoRtfon wastd dells, to specified gradation requirements and bonding these with a fine silica Portland cement matrix at optimum moisture for compaction density • REBASE expedites contruc Lion by eliminating lengthy mix in- place soil stabilization applica- tions. • Roads may be opened after 24 hours to light volume car traffic. • REBASE is placed like other base materials but since it is plant mixed it is consistent in moisture and cement content. • REBASE is delivered in haul trucks ready to place on your schedule. • Therefore saving the consumer the added cost of additional haul off and excavation compared to non - bonded materials. • REBASE develops greater com- pressive strengths and lower per- meability than non - bonded flex - base but maintains flexibility in structure. (AR) FIBER Alkali- resistant glass fibers were specially developed for reinforcing cement. Its high ziromium oxide content gives it excellent resistance tothealkalinecompounds during curing. Reinforcement of cement with AR glass fibers gives improved modulus of rupture with good durability. The fibers are WW&U r in densih► to REBASE which insures consistent mixing and finished densities. As a mineral, glass fibers arc naturally incombustible. They are safe to handle using the same protective gear required for general construction activities. Fjold TM Comnarigge REBASE vs REBASE wIFIBER Compraseive S.Mngth FIBER GAINS ISM Tensile stream FIBER GAINS 20% P. 04 REBASE F (RERME Reiafomed w /Rbc) ReBASE F takes the cement treat- ed base template to the next level and reinvents it as a fiber reinforced recycled base material. The fibers create a three dimensional network of reinforcement and resilience that increases durability and longevity of the overall structure. The patent pending REBASE F fi- ber reinforcement process revoiu- lionizes "field of Cement Treated Materials and ushers in a new line of composite paving materials. RE- BASE F is an economically, envi- ronmentally, and ouctrually sound quantum leap beyond nca- bonded materials. Therefore, non- bonded bases cannot develop the same length, durability and structural characteristics as a cement bonded fiber reinforced base. wI APR -17 -2006 MON 03;36 PM TXI.CTM.PLANT 9725019304 P. 05 REBASE' is easily placed with equipment commonly used to grade and compact soils. Thus, there's no special or costly equltpment to use or maintain when you place REBASE. The placement of ReBASE is no more dif- ficult than that of other bases. The material placement fast and uncem pliested, The area should be prepared prior to the delivery of the dration. The material can be placed and shaped with equipment usually associated with earth work. A bucket, shovel, blade or variation of these can be easily used to place REBASE in the prepared area. Simply shape the material to the desired grade and contour using stan- dard equipment such as a motor grader, front end loader, etc. Then compact the REBASE to achieve proper density and consolidation. • REBASE arrives at the jobsite ready to place. • The true is delivered on your schedule. • There is no time wasted on rework- ing and mixing materials. • Soil stabilrzatom can be avoided and work areas can utilized in as We as 24 hours. REBASE The subgrade should be compacted and moist, but free of standing water. Mois- turc will prevent the subgrade from removing water from the ReBASE. The proper moisture content should be maintained in the material to insure the proper density when compacted. Preparation for the placement of this material A vibratory plate or roller should be used for best consolidation of the material. The sur- face can then be re- bladed and contoured to achieve final grade. Rolling a final time with a rubber -tired roller can give the material a more finished look. To ensure optimal curing, follow standard curing methods when placing PLACEMENT is the most convenient way to avoid cement hy- REBASE. (9) HMI Label HEALTH 3* FIRE 0 PHYSICAL HAZARD 1 PPE X . - ,�, a',.�; ,r?.*w :a -: -� s'- - - '� ':.`..., tz u . :s � ,v ° .w,,, • " Distributed by TXI Operations, LP Emergency Phone (Chemtrec): 800- 424 -9300 Address: 1341 W Mockingbird Lane Outside USA. 703 - 527 -3887 Dallas, TX 75247 Telephone for information: Nancy Garnett Product Name: TXI REBASE (TX1063) 972 -647 -3824 Chemical Name: N/A Chemical Famfly• Mixture Formula: Mature of stone, rock, recycled asphalt, recycled Common Name: REBASE concrete, and cement. Trade Name and Synonyms: Base, Cement Treated Base MSDS prepared: August 2004 3. Hazardous COmponeM CASiK %Typical TLV (Units) PEL (Units) P03T J&kCEMENT 65997 -15-1 9-20 10 mg/m' 5 mg/m'' 15 mg/m' FLY ASH 13397 -24-5 0-4 10 mgkn' 5 mg]m'' 15 mg/m' " 64741 -56-6 PETROLEUM RESIDUES 68476 -34-6 0-5 5 mg/m' 5 mg/m 15 rrg/m' 47134 -1?? LIMESTONE (CALCIUM CARBONATE) 1317 -65 -3 0 -70 10 mg/m' 5 mg/m' 15 mg/m' " 10 mg of respirable dust] QUARTZ 14808 -60-7 15-84 0.05 mg/m'' % SiO2 + 2 10 mg of respirable dust/ AMORPHOUS SILICA 60676 -86-0 0-21 0.1 mg(m' % SiO2 + 2 LIGHTWEIGHT AGGREGATE 6833437 -2 0 —40 3 mg/m' 5 mg/m 5 mg or respirable dust/ CRISTOBALITE 14464 -46-1 0-3 0 05 mg/m'' % S102 + 2 ALUMINA 134428 -1 0-2 10 mg/m 5 mglm'' 15 mg/m' PEL. Permissible Exposure Limit established by the Occupational Safety and Health Administration (OSHA). TLV Threshold Limit Value established by the American Conference of Governmental Industrial Hygienists (ACGIH) ' Respirable fraction "Total dust Contains constituents listed on the TSCA inventory This material, if it becomes a waste, is not classified as a RCRA hazardous waste (40 CFR 261). m •`. �. ^w'7 °G. a3'`3;` 7u- .. .. M; 5. .,.� `. .v Boiling Point N/A Percent Volatile by Volume N/A Specific Gravity (H20 =1) 2.40-2.60 Percent Soluble in Water Slight (0.1 -1 0 %) Vapor Pressure (mmHg) NIA Evaporation Rate (n -Butyl Acetate) N/A Reactivity in Water Will not evolve flammable or toxic gases Appearance and Odor Gray, mud -like viscous substance with pieces of light brown aggregate, broken asphalt, and limestone rock. No odor TXI REBASE MATERIAL SAFETY DATA SHEET .. ., 4 a,- Flash Point: N/A Flammable Limits in Air (% by Volume): Unusual Fire and Explosion Hazards: Only recycled asphalt is flammable. Lower WA Upper NIA Extinguishing Media: Material is generally not flammable. Cooling of material with water may control combustion. Special Fire Fighting Procedures: None Autoignition Temperature: N/A Signs and Symptoms of Exposure Acute Overexposure: Irritation of skin or eyes. Contact with the skin or eyes may result in irritation, possible severe corrosion damage, and/or alkali bums. If response to exposure is delayed, permanent eye damage may occur Skin: Untreated contact may cause dermatitis and chemical bums. Inhalation: Dusts from sawing of dry finished product may cause coughing, sneezing, or inflammation or the respiratory passages. Ingestion May cause blockage and alkali bums of mouth, throat and stomach. Chronic Overexposure: Hypersensitive individuals may develop allergic dermatitis. Material can cause inflammation of the comea and of the lining tissue of the interior of the nose. Excessive exposure of dusts by inhalation over an extended period of time, such as from repeated exposures from sawing of finished product, may result in the development of pulmonary diseases including pneumoconiosis, silicosis, and lung cancer Medical Conditions Generally Aggravated by Exposure Dermattis and other skin disorders, or respiratory disorders or diseases may be aggravated by exposure. Chemical/Component Listed as Carcinogen NTP WRC OSHA Quartz and Cristobalite Yes Yes No Other Exposure Limits None Emergency & First Aide Procedures for Indicated Routes of Entry LmL Rinse with copious amounts of water for 15 minutes. Seek medical assistance immediately 2WM Rinse with copious amounts of water for 15 minutes. Seek medical assistance if irritation develops. j0ggstiQp; Do not induce vomiting. Drink copious amounts of water or milk. Seek medical assistance immediately Inhalationv Remove to fresh air If not breathing, administer artificial respiration. If breathing is difficult administer oxygen. Seek medical assistance immediately Stability' Stable Conditions to Avoid: Handling procedures causing splashing. Incompatibility (materials to avoid): Material is highly alkaline. Contact with strong acids may produce a violent, exothermic reaction and may evolve toxic gases or vapors, depending on the add involved. Hazardous Polymerization: Will not occur Hazardous Decomposition or Combustion Products: It the recycled asphalt component of this material is in a fire, carbon monoxide or other combustion products could be emitted. The remainder of the components are not flammable Steps to be taken in Case Material is leaked or Spilled Wear personal protective equipment to prevent skin and eye exposures. Use PPE designed to protect against alkali bums or Irritation. Use respiratory protection if material has dried and is being sawed or cut in any manner to release particulates. Recover free product. Prevent product from entering sewer or waterways. Product should be removed from surfaces quickly prior to hardening in place to prevent permanent adhering to surface. Waste Disposal Method Consult federal, state and local regulations. Not classified as a hazardous waste under 40 CFR 261 r Respiratory Protection Not required under normal conditions. When material has dried and is chipped or cut, it may release dust particles. Select appropriate respirator based on time level of airborne contamination and presence of sufficient oxygen. Use only NIOSH /MSHA approved respirators. Follow OSHA respiratory regulations (29 CFR 1910.134) to ensure employee training and protection are adequate. Ventilation: Provide general ventilation and local exhaust. Protective Gloves: Alkali resistant gloves Eye Protection: Close fitting safety goggles Other Protective Clothing or Equipment: Avoid skin contact Use protective clothing as needed to avoid skin contact such as long sleeve shirt, long pants extending over the tops of work shoes. Personal protective clothing and use of equipment must be in accordance with 29 CFR 1910.132. A = ti ffs .� Precautions to be taken in Handling & Storing Avoid contact with acids. Wet product may be hot to the touch. Product will harden in a short time. Other Precautions: None Other Information Reasonable care has been taken in the preparation of this information, but the manufacturer nor preparer of the MSDS makes no warranty of merchantability or any other warranty, expressed or implied, with respect to this information. The manufacturer makes no representations and assumes no liability for any direct, incidental or consequential damages resulting from its use 8/2004 MSDS prepared by Nancy Garnett Some information used in the generation of this MSDS was obtained from existing TXI MSDSs APR -17 -2006 MON 03:34 PM TXI.CTM.PLANT 9725019304 P. 03 LEED'u provides a complete framework for assessing build- ing perfornu mce and meeting sustainability goals. Based on well - founded scientific stan- dards, LEED emphasizes state of the an strategies for sus- tainable site development, wa- ter savings, energy efficiency, materials selection and indoor environmental quality. LEED recognizes achievements and Promotes expertise m green building through a comprehen- sive cyst= offering project cer- tification, professional accredi- tation, training and practical resources. Consistent with the voluntary and visionary LEED program REBASETO adds val- ue and durability to recycled material. The ultimate goat of sustainable building is to economically transform waste streams into resource streams. REBASE is a veal world ex- ample of success M achieving LEED goals. Recycling is the irresistible force that moves the immovable object. Stop wasting the trash! REBASE maximizes the use of recycled materials to significady reduce the use of virgin materials. The useful life of the recycled mate- rial is efficiently renewed The focal point is resource recovery and resource efficiency rather than waste management. Thus REBASE offers the attractive qualities of an environmental- ly conscious matenal with the bonus of having superior engi.