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ST0301A-SP1007151805 Royal Lane, Suite 107 Submittal - Transmittal Dallas, Texas 75229 214 - 466 -8340 214- 466 -8354 (fax) To: City of Coppell 255 Parkway Blvd Coppell, TX 75019 Date: 5/25/2010 Project #: 10112 Attn: Keith Marvin Re: Bethel Road II We are sending you the following: 0 Attached ❑ Under Separate Cover The following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ ❑ Requisitions ❑ Change Orders []Samples 6 5/25/2010 Concrete Mix Design Hand Deliver at preconstruction meeting. Mix design for hand, machine and sidewalks These are transmitted as indicated below: ❑ For your use ❑ Approval as noted Q For Approval Q As requested ❑ Approved for Construction ❑ For review and comment ❑ Returned for corrections ❑ For payment ❑ Return ❑ Corrected Prints ❑ For bids due: Remarks: Received By: Date: Signed: Title: CC: ❑ Recipient's Copy ❑ Sign & Return ❑ File Copy PAVING, LP M C Lattimore Materials Company 15900 QO ©LEY ROAD ADDISON TX 75001 (972)221 -4646 (main) (972)229 -9647 (fax) Ready Mix Concrete Mixture Design Date: 05125/10 Client: .1R,3 PAVING LP Project: BETHEL ROAD ll C 0 COPPELL Materials. Cement: ASTM c 150, TYPE 1I11 � �— Coarse Agg.: ASTM C 33, 1 "-#4 C RUSHED STONE i E� !/ E 6 y Fine Agg.: ASTM C 33, CONCRETE SAND Admixtures: ASTM c 494, TYPE A OR D NIAY 2 5 20 ASTM c 260 C O Cubic yard by weight - SSD BY: 9 k;fm 2 Use SIDEWALKS Mix Number 1269 (5 SK, WR, AIR) Strength C 28 Clays 3000 psi Cement 470 lbs Coarse aggregate 1850 lbs Fine Aggregate 1465 lbs Water 250 lbs Admixture WATER REDUCER 18.8 ozs AEA 3.1 ozs Total Weight 4035 lbs UnitWeight 149.44 pcf wfcm Ratio 0.53 Fly Ash Replacement 0 % Maximum Temperature 95° F Slump 3 -5 inches Entrained Air 3 -6% LMC has no knowledge or authority regarding where this mixture is to be placed, therefore it is the direct responsibility of the Purchaser, the design architect or design engineer, and or contractor to insure that the above designed mixture parameters for compressive strength, mixture proportions or ratios, and other required performance parameters are appropriate for the anticipated environmental, durability, or usage conditions in ACI 318 Chapter 4 and/or the relevant local building codes. LMC warrants the supplied ready-mix concrete mixture designs which LMC guarantees will achieve the specified compressive strength, or other performance properties of the concrete stated in the Contract Documents, as were made available at the time of quotation, when tested and evaluated in accordance with ASTM 0972 -99, ASTM C31IC31M -03a (ncluding proper initial curing as per Section 10.1 2), ASTM C39IC39WI, ASTM C94IC94M -07, or other standard test methods indicated in the Contract Documents that were necessary to verify the additional performance properties of the concrete, and when the recommended procedures for placement and curing of the in -place concrete, or those specifically outlined in ACI 3058 -99 and ACI 30612 -58 are followed, if and when necessary. Additional information can be found in the Limited Warranty Ior Ready Mix Concrete. In accordance with ASTM C94IC94M -07 Secttion 4.6, Lattimore Materials Company shall receive all copies of testing reports, and they should be forwarded to our Quality Control Department (fax 972-221 -9647) 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. This mix design submittal, price quote, or material specific information (aggregate properties, grading. material composition, or other information regarding materials manufactured by Lattimore Materials Company) is proprietary and confidential and not to be shared or transmitted in any form to any person or organization that is not expressly authorized in writing by a designated official of Lattimore Materials Company. Any unauthorized person, or entity in possession of this information will he prosecuted to the fullest extent of the law. Project. SETHEL ROAD 11 COPPELL Materials. Cement: ASTM C 150, TYPE 1 /11 Coarse Agg.: ASTM C 33, 1 "44 CRUSHED STONE Pine Agg.: ASTM C 33, CONCRETE SAND Admixtures ASTM C 494, TYPE A OR D ASTM C 260 1.0 Cubic yard by weight - 5SD Use Mix Number Strength @ 28 [days MACHINE PAVING 1701 6 SK, WR, AIR) 3600 psi Cement Coarse aggregate Fine Aggregate Water Admixture WATER REDUCER AEA Total Weight Unit Weight wfcm Ratio Fly Ash Replacement Maximum Temperature Slump Entrained Air 564 Ibs 1850 Ibs 9371 Ibs 256 Ibs 22.6 ozs 3.7 ozs 40)41 Ibs 449.67 pcf 0 0 0 /0 95° F 1 -3 inches 3 -6% LMC has no knowledge or authority regarding where this mixture is to be placed, therefore if is the direct responsibility of the Purchaser, the design architect or design engineer, and or contractor to insure that the above designed mixture parameters for compressive strength, mixture proportions or ratios, and other required performance parameters are appropriate for the anticipated environmental, durability, or usage conditions in ACt 318 Chapter 4 andtor the relevant local building codes. LMC warrants the supplied ready -mix concrete mixture designs which LMC guarantees will achieve the specified compressive strength, or other performance properties of the concrete stated in the Contract Documents, as were made available at the time of quotation, when tested and evaluated in accordance with ASTM 0172 -99, ASTM C31IC31M -03a (including proper initial curing as per Section 10.1.2), ASTM C39tC39M -01, ASTM C941C94M -47, or other standard test methods indicated in the Contract Documents that were necessary to verify the additional performance properties of the concrete, and when the recommended procedures for placement and curing of the in -plans concrete, or those specifically outlined in ACt 305R -99 and ACt 3868 -58 are followed, if and when necessary. Additional information can be found in the Limited Warranty for Ready Mix Concrete. In accordance with ASTM C941C94M -07 Section 4.6, Lattimore Materials Company shall receive all copies of testing reports, and they should be forwarded to our Quality Control Department (fax 972 - 221 -9547) 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. This mix design submittal, price quote, or material specific information (aggregate properties, grading, material composition, or other information regarding materials manufactured by Lattimore Materials Company) is proprietary and confidential and not to be shared or transmitted in any form to any person or organization that is not expressly authorized 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. Lattimore Materials Company 159401 DO ©LEY ROAD ADDISON TX 75001 (972)221 -4646 (main) (972)221 -9647 (fax) Ready Mix Concrete Mixture Design Date: 05/25/10 Client: JRJ PAVING LP Project: BETHEL ROAD 11 COPPELL Materials: Cement: ASTM C 150, TYPE I /I1 Coarse Agg.: ASTM C 33, 1 °-#4 CRUSHED STONE Fine Agg.: ASTM C 33, CONCRETE SAND Admixtures: ASTM C 494, TYPE A OR D ASTM C 260 1.0 Cubic yard by weight - SS€1 Use Mix Number Strength @ 28 Days HAND PAVING 1701 (6 SK, WR, AIR) 3600 psi Cement Coarse Aggregate Fine Aggregate Water Admixture WATER REDUCER AEA Total Weight Unit Weight w1crn Ratio Fly Ash Replacement Maximum Temperature Slump Entrained Air 564 Ibs 1850 Ibs 1371 Ibs 256 Ibs 22.6 ozs 3.7 ozs 4041 Ibs 149.67 pcf 0.4 0 !6 95 F 3-5 inches 3 -6% LMC has no knowledge or authority regarding where this mixture is to be placed, therefore it is the direct responsibility of the Purchaser, the design architect or design engineer, and or contractor to insure that the above designed mixture parameters for compressive strength, mixture proportions or ratios, and other required performance parameters are appropriate for the anticipated environmental, durability, or usage conditions in ACI 818 Chapter 4 andior the relevant local building codes. LMC warrants the supplied ready -rnix concrete mixture designs which LMC guarantees will achieve the specified compressive strength, or other performance properties of the concrete stated in the Contract Documents, as were made available at the time of quotation, when tested and evaluated in accordance with ASTM 0972 -99, ASTM C31 /C31M -03a (including proper initial curing as per Section 10.1.2), ASTM C39/C39M -01, ASTIV1 C94/C94M -07, or other standard test methods indicated in the Contract Dominants that were necessary to verify the additional performance properties of the concrete, and when the recommended procedures for placement and curing of the in -place concrete, or those specifically outlined in ACI 30811-99 and ACI 3068 -88 are followed, if and when necessary. Additional information can be found in the Limited Warranty far Ready Mix Concrete. In accordance with ASTM C941094M -07 Section 4.6, Lattimore Materials Company shall receive all copies of testing reports, and they should be forwarded to our Quality Control Department (fax 972 - 221 - 9647) as soon as available. Failure to forward reports in a timely fashion can delay response time in dealing with concrete concerns as wall as future project submittals. This mix design submittal, price quote, or material specific information (aggregate properties, grading. material composition, or other information regarding materials manufactured by Lattimore Materials Company) is proprietary and confidential and not to be shared or transmitted in any form to any person or organization that is not expressly authorized 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. Limited Warranty for Ready Mix Concrete Original C6nerete, "P ure aser : JRJ P Al'D �G LP, PO BOA. 59934, DA=IS TEAS '3229 Project -,M /or Property ; BETHEL RO— .D II, COPPELL Concrete mixture des4h' : #1261(SIDEWALI{S) 1'OI{ L�CHL�'E P3� G j, # 1'0VILUNTD} P-; VINNG ) THIS LIMITED WARRANTY SUPERCEDES ALL PRIOR WARRANTY COVERAGE Lattimore - Materials Company, L.P. (TA-IC ") hereby extends to the Purchaser of its supplied neat -mix concrete a limited twarrantr• for the ready-mix concrete nurture design against specific performance deficiencies subject to the terms and conditions set forth below =. ]11k shall warrant that for a period of one (1) rears, be on the date of concrete placement at the original delivexy location f" kV=anty Period`, LNIC will remedy, repair, or replace non - conforming concrete as provided in this Limited Warraum. The liability= of LAIC under this Limited Warranty shall be limited to the remedy, repair, or replacement of said non- confornmig concrete as prodded in this Limited W and LNIC's total liability shall not exceed the direct expense associated with remedy, repair, or replacement of said non - confo concrete. LTN1C has no knowledge or authority regarding 'where this concrete mixture(s) is /ace to be placed, therefore it is the direct responsibility of the Purchaser, the project architect or engineer, and or contractor to insure that the above designed mixtur parameters for compressive strength, mixture proportions or ratios, and other required performance parameters are appropriate for the anticipated environmental, durability, or usage conditions in ACI 318 Chapter 4 and /or the relevant local building codes. PLEASE RF-41) CAREFULLY THE SCOPE AND TERMS OF YOUR LIMITED WARRANTY l�`_UU;LA? 'TY During the term of this Limited Warranty, and subject to the terms and conditions listed herein, I-AIC - warrants the supplied- ready-mix concrete mixture designs winch L11IC guarantees will achieve the specified compressive strength, or other performance properties of the concrete stated in the Contract Documents, as were made available at the timcc of quotation, -when tested and evaluated in accordance with ASTR C112 -99, ASTNK C31 /C31M -03a t"uachuling proper initial curing as per Section 10.1.2), ASIM C39/C3911 -01, ASTM C94/C9QN -1 -07, or other standard test methods indicated in the Contract Documents that -were necessary to verify the additional performance properties of the concrete, and when the recommended procedures for placement and curing of the in place concrete, or those specifically outlined in ACI 30511 -99 and A.CI 30611-88 are followed, if and when necessary. This will also serve as a Limited Ly'arranty that the compressive strength, or other performance properties of the concrete as specified in the original Contract Documents for the concrete supplied to the project, will meet or exceed those requirements during the one (1) year 1 "arranty. Period from when the concrete was originally supplied to the Purchaser. The Limiters V arranty applies only to the original. Purchaser of the supplied reach - tl1 ' concrete. LT , J[TATIO \ This Limited It arxanty and guarantee does not and -will not cover any claims or liabilities related to the following items, which are expressly excluded from the coverage provided by this Limited'W=anty. 1. Drying shrinkage cracking, plastic shrinkage cracking, or other cracking or cracking process. IAIC guarantees that concrete will crack as a normal function of the materials, due to normal processes of expansion and contraction, and because of environmental conditions that are outside of the control of I31C. 2. Concrete surface defects or imperfections. 3. Aesthetic blemishes or discoloration in the concrete. 4. Deterioration to the concrete as a result of improper:, incorrect, or poor finishing practices. 5. Defects caused by normal -ve-u and tear. 6. 211aterials contained within the concrete that are within allowable limits according to AST-1i C33 -03, ASTIR C94/C94RI 07, ASTM 0150 -0i, AS T11 0260 -01, AST'ti C494/C494Mi -41. ASn- 1 0618 -03, A ME 1 C 115 7 - 03, and ASTI&I C1602/C16021t1 -06. 1. Punitive damages. 8. Incidental or consequential damages resulting from a defect covered by this Limited W'arrantr including but not limited to, loss of usage, inconvenience or damage to persons or property. LNIC Page :l. of'4 Lattimore Materials, Company, L.P. Limited Warranty for Ready Mix Concrete 9. Damage or deterioration that occurs to the concrete as a result of rniproper or incorrect structural design, soil instability or movement. 10. Damage caused by weather conditions, acts of God or acts of nature, including but not limited to the following conditions: 'Mmd storms, driven water, floods. Bail, lightning, fallen trees, earthquabes, explosions, fire, Crater escape, changes in underground hater table, water seepage, laird settlement, sinkholes, or site conditions. 11. Items that are covered by a manufacturer's warrant. 12 A ny deficiencies or non - conformities in the ready-m concrete mixture design not fonmally reported to LNMC within the one (1;i rear Warranty Period. 13. The use of salt, chlorides, or other chemicals on concrete surfaces - ccill cause peesnianent damage anti mar' result in the need to replace such surfaces. LIIC will not be responsible for damage caused by the use of salt. chlorides, other chemicals agents, or antisl jd substances on concrete surfaces. 14. Delamiriation on the concrete surface due to water added during finishing, hard trowel application to air - entrained concrete, or delayed bleed rater production due to either weather conditions such as changes in temperature or relative ht=dity- LMC MAKES NO OTHER WARRANTY, EXPRESSED OR IMPLIED, WRITTEN DR ORAL, €)TI=TER THAN THOSE SET FORTH IN THIS LIMITED WARRANTY (INCLUDING, WITHOUT LIMITATION, WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE OR WORKN''LANSHIP). THE WARRANTIES CONTAINED HEREIN ARE PERSONAL TO THE ORIGINAL PURCHASER OF THE SUPPLIED READY -MIX CONCRETE AND ARE NOT TRANSFERABLE OR ASSIGNABLE. NO PERSON IS AUTHORIZED TO GIVE ANY OTHER WARRANTY OR ASSUME A_NY OTHER LIABILITY EXCEPT BY WRITTEN STATEMENT SIGNED BY AN OFFICER OF I-MC. ORIGINAL PURCHASER OF THE SU=PPLIED READY -MIX CONCRETE DOES HEREBY EXPRESSLY WAIVE ANY OTHER WARRANTY. The placing and finishing of the supplied ready -mix concrete are not - within the control of L LIC and are, therefore, not considered rmanufacturing or design defects, or ready-mix concrete mixture design deficiencies. Furthermore. this Limited \'�°arranty will not cover any conditions or issues arising as a consequence of water added to LAC supplied read;- -mhi concrete after the concrete has been brought to its required slump subsequent to transit, which may adversely affect the concrete, and may prevent the concrete ham achieving the specified compressive strength, or other performance requirements stated in the Contract Documents. Additionally, this Limited Warranty vill not cover any other products added to L_'i�IC supplied reach' -rule concrete after the concrete liar arrived on site that mar adversely affect the concrete, or niay prevent the concrete from achieving the specified compressive strength, or other performance requirements stated in the Contract Docuunents. I -AIC`s PERFOR)IANCE In the event theree are any deficiencies in the mixture design of the supplied ready -niix concrete within the one (1) Fear Warranty Period, the original Purchaser shall promptly give L11C written notice of the deficiencies, and LjMC shall have the opportunity to inspect, remedy, replace, or repair the non- conforming concrete W=hose performance properties as indicated in the original Contract Documents are adversely affected b-, the identified and verified concrete mixtur design deficiencies. Failure by the original Purchaser to give I2A1C written notice of non - confo concrete, and/or the failure by the original Purchaser to give L1M the opportunity to inspect, replace, repair, or remedy t he said defective material, shall constitute a -waiver by the original Purchaser of any claim ' by the original Purchaser for the non - conforming concrete. 33.iy repair or replacement shall not extend the warranty term. in the event non- confomuing ready-mix concrete is to be remedied, repaired, or replaced pursuant to this .Limited IN"anant;-1 such work will be performed by 11IC or at its direction. Lander no circumstances will L-vfC make reimbursement for remedy, repair, or replacement cost incurred by the Purchaser or any other person unless costs were approved by LNMC in visiting prior to incurrence. =lie original Purchaser must provide Iaf IC or its designee access to the Property during normal weekday business houirs to perform its obligation under this Limited Warranty' Failure to provide such access -will relieve LNAC of its obligations. Acceptance of the concrete upon arrival at the point of delivery constitutes acceptance of this Liniited Warraruy. LNIC Page 2 oI.4 Lattimore Materials Company, L.P. Limited Warranty for Ready Mix Concrete SLBNJ I55ION OF CL1IAE TO LAIC If the original Purchaser has a compliant, the original Purchaser must send a clew and specific written complainr to LNIC Prior to the time the Warranty Period expires, to the following address: A.TTN; Paul Rouse Vice-president Lattimore Illaterials Company, L.P. 10 Dooley Road , iddison, Texas 73001 LN C Page 3 of'4 Lattimore Materials Company, L.l'. Limited Warranty for Ready Mix Concrete GETNTER-AI. PR© QNS This Limited W "manty is not effective until LAIC receives the entire sales price of the concrete supplied to the original Purchaser. However, failare by the original auchaser to pay or other delay in L11C receiving, the entire sales price shall not extend the co -- cement date of the' asrantt- Period. In the event that for any reason one or more of the provisions of this Limited NN`arranty are held to be invalid, illegal or nunenforceable, such im-alidite, illegality or unenforceability shalt not affect any other provision of this Limited. W. arranty. This Limited Warranty shall be interpreted. as if the invalid, illegal or unenforceable pto- vision head never been contained in this Limited V`anantt It is understood that LiiC is engaged to perform services under the Contract Documents as an independent contractor and not as an agent of the original Purchaser. The laws of the State of Texas shall govern this Limited and a court located in Coin Coa ntt =, Texas roust resolve any claim or dispute arising there from. - -I'N IENTS This Limited arrants= agreement cannot be changed or altered in any -wa Bv: Date: 'tray- 25. 2Q l0 Paul Rouse Vice-President, Lattimore Xlaterials Company, L.P. 15900 Dooley Road Addison, Texas 75001 L1V C Page 4 of 4 Lattimore Materials Company, L.I.I. �T. N Mix Design #1 12619 Number of test results = 1 30 LATTE TORE 14IATERI LS Ct3INIPANT', L.P. P.0. Box 516 IvlcKilntey, Texas 75074 -0556 972 -221 -4646 main 972 -569 -6998 fax Design compressive strength, f,, = 3Qtttl psi 28 day compressive strength standard deviation {s} =F psi ACl 398 Table 318 5.3.9,2 modifier = 1 Modified Standard deviation (s) = 6463 psi ACl 318 Table 5.3.2.1 f c < 5000 psi 1 (5 -1) f ,- f, +1.34s = I 3858 (5-2) f,, = f� + 2.33s - 500 = 1 3991 psi Dsi 28 day cylinder average = 1 4497 psi Required ACI 398 strength = r 3991 psi Test I Cate Slump I Cone, I % Air I 7 day strength I 28 day strength I # 5930 6970 Temp 2 Cyl.1 Cy[.2 7Avg. Cyl.1 Cyl.2 SetAvg 1 12128109 4.00 43 3.10 3870 4440 4160 5930 6970 6450 2 12139109 5.00 43 3.20 3970 3970 5340 5450 5400 3 01111110 5.00 44 4.4€3 3370 3480 3430 4650 4680 4670 4 09115110 4.5€3 60 4.30 3530 3150 3340 4200 4030 4120 5 0119 8110 5.00 76 3.10 2570 2660 2620 5240 5400 5320 6 09127110 3.00 61 5.40 3380 3380 4160 4360 4260 7 02102110 4.25 54 4.50 3800 3800 4840 4620 4730 8 02116110 5.00 56 2.00 3250 3250 4060 4240 4150 9 02118110 6.75 50 7.50 3420 3420 4490 4250 4370 111 02118110 5.00 47 7.00 3660 3660 4220 4520 4370 11 02199110 4.00 56 6.50 3980 3980 5180 4890 5040 12 02122110 4.00 50 6.50 4020 4020 5430 5110 5270 13 021261/0 4.50 59 4.20 4060 4060 5220 5010 5920 14 03103110 5.50 60 6.00 2530 2530 3870 3890 3880 15 031041'! 0 4.00 65 5.50 3590 3590 4090 4440 4120 16 03110110 5.00 60 5.00 3740 3790 4600 4590 4600 17 03191110 4.00 60 3.70 3320 3320 4250 4650 4450 18 03115110 4.25 60 5.40 4070 4070 5240 5220 5230 19 0319 8110 6.00 73 5.80 2820 2820 3680 3800 3740 20 03123110 5.00 64 5.80 3140 3030 3090 4430 4240 4170 21 03123110 3.25 76 3.90 3640 3360 3500 4830 4620 4730 22 03123110 5.00 70 5.90 3170 3170 3950 3940 3930 23 03126110 3.00 68 4.60 3480 3660 3570 4400 4390 4400 24 03130110 4.00 72 5.40 3040 3150 3080 3580 3640 3640 25 0419 51'10 4.00 76 5.00 3470 3480 3480 4250 4610 4 26 04115110 4.50 77 4.70 3840 3840 4660 4640 4650 27 04122110 5.25 73 4.40 3030 2930 2980 3890 3680 3750 28 04122110 4.75 65 4.90 3800 3440 3690 4370 4780 4580 29 04123110 5.00 65 5.10 2770 2660 2720 3410 3700 35610 30 04126110 5.00 73 4.90 3030 3000 3020 3830 3810 3820 w: Mix Resign #1 1709 Number of test results = 1 30 L 4TTIMORE C€ MPANTNN LY. P.O. Box 2469 Addison, Texas 75001 972- 221 -4546 ivain 972 -569 -6999 fax wwwr 1 nax.Coll! Design compressive strength, P, = 3600 psi 28 day compressive strength standard deviation (s) = 683 psi AC1318 Table 318 5.3.9.2 modifier = 1 Modified Standard deviation (s) = 683 psi ACl 398 Table 5.3.2.'1 f c < 5040 psi {5 -9 } f =f r +�1.34s = 45'15 {5 -2) f` = f` + 2.33s - 500 = �£ - 4692 psi psi 28 day cylinder average = 1 5643 Ipsi Required ACI 318 strength = 4692 psi Test Qate I Slump Cone, a la Air 7 day strength 28 day strength # 6444 6640 Temp 2 Cy1.1 7Avg. I Cyl.'1 Cy1.2 SetAvg 1 92195109 3.75 55 5.00 4830 4830 6444 6640 6540 2 121'15109 4.40 56 5.80 3910 3760 3840 5700 5210I 5460 3 12116109 4.50 60 5.10 4740 4740 6450 60350 6250 4 12117109 4.50 54 4.70 4360 4530 4450 5560 501903 5630 5 921971€19 5.00 60 4.50 4730 4730 6520 6100 6310 6 12117109 5. 010 63 5.90 3560 3570 3570 4730 47501 4740 7 92197109 3.25 55 3.50 5300 5300 6994 6930 6920 8 12117109 4.25 65 4.30 4160 4160 5400 5740 5570 9 12118109 3.50 62 4.60 5490 5490 6160 65010 6360 10 12119109 5.00 60 4.70 3970 3940 3960 4930 4960 4950 11 121211039 3.25 63 5.70 4430 4380 4410 52103 5430 5320 12 091135114 3.50 48 4.50 4730 4730 6430 60501 6240 13 01105190 5.00 51 5.10 3640 3480 3560 4680 4600 4640 14 0911211€3 3.75 60 4.70 4940 4900 6220 6330 6280 15 01113110 4.00 60 4.00 3520 3470 3500 4340 4650 4500 16 09113110 5.50 55 3.80 5380 5380 7000 6890 6950 17 0119 3110 4.75 50 5.50 4470 4470 4450 619O 5320 18 09114110 3.50 53 4.20 4560 4480 4520 5640 5940 5790 19 0119 51'10 3.00 57 3.80 5090 5090 59501 6220 6090 20 09119110 3.00 71 4.40 4270 4270 5670 5850 5760 21 0119 9110 5.00 55 5.30 3280 3280 4360 4310 4340 22 09119110 4.25 67 3.30 3970 3970 5650 5540 5600 23 01119/10 4.50 68 4.00 4670 4670 52703 5220 5250 24 09119114 4.25 67 5.203 3940 3940 52010 53003 5280 25 01120/10 4.50 73 4.44 3900 4040 3970 52903 5230 5260 26 0912€3110 5.25 68 4.90 3770 3770 4790 46303 4710 27 01120190 3.25 74 3.80 4770 4770 59803 6090 6040 28 091291103 5.030 64 5.70 5150 5150 5910 56203 5770 29 01121110 4.25 62 5.30 4400 4400 54501 5740 5600 30 09125114 5.00 50 4.90 4600 4600 5800 583€3 5820 Lattimore Materials Company 1700 Redbud Blvd, Sure 200 (McKinney, Texas 75069 972 - 221 -4646 (main) 972 -221 -9647 (fax) www_ iattimorematerials_com ASTIVI C29, C33, C117, C127 & D75 Hate Sampled: 18- Dec -2009 Sample: 'f" x #4 Date ran: 22-Dec-2009 Total dry wt: 63.66 Ibs. Source: Hansen - Br idg ep ort Location: Bu nker Sigve : "Size {ink: Wt,.Ret.' °l Ret. % Pass:, ASTWC33 #57 Limits 1-1/2" 1.500 0 0.0% 1€ 0.0 100% 1" 1.000 1.48 2.3% 97.7% 95% to 100% 314" 4.750 14.50 22.8% 77.2 - 1/2" 0.500 38.96 61.2% 38.8% 25% to 60% 318" 0.375 47.36 74.4% 25.6% - #4 0.188 60.34 94.7% 5.3% 0% to 10% 48 1 0.094 62.12 97.6% 1 2.4% 0% to 5 0 % PAN I I I I I - 100% 90% 80% 70% Ott% 50% 40% 30% 20% 10% 0 - * % Retained % Passing 0.010 0.100 1.000 Sieve Size (in.) Absorbtion. 0.82% ASTIVI 0117: .42% Specific Gravity: 2.68 Dry Loose Unit Wt: 93.13 lbIfO Dry Rodded Unit Wt: 105.23 lblfO 10.000 L.A. Abrasion: 25 Sieve Size (in) lttft. Ret. %,Ret. % Pass % :Passing AST.M C33 Limits %g Retained TXDQT 421 318" 0.375 0.0 0.0% 100.0% 100 % 0 % 1t4" 0.250 0.3 0.0 %g 100.0 % - - #4 0.188 9.0 1.1% 98.9% 95% to 100% 0% to 5% #8 0.094 109.5 13.1 % 86.9 %Q 80 %fl to 100% 0% to 20% #10 0.€379 138.4 16.5 % 83.5% - - #16 0.047 220.7 26.3% 73.7 %¢ 50% to 85% 15% to 50 %fl #20 0.033 276.9 33.0 % 67.€! %0 - - #30 0.023 351.3 41.9 % 58.1% 25 % to 60% 35% to 75 %€s #40 0.017 505.1 6€3.3% 39.7 %0 - - #50 0.012 692.0 82.5 %u 17.5 %¢ 5% to 30 %8 65% to 90% #80 0.007 812.8 97.0 % 3.0% - - #100 0.006 824.3 98.3% 1.7% 0% to 10% 90% to 100% #200 0.003 834.3 99.5 %fl 0.5 %g 0% to 3 % 97 %Q to 100 %n PAN - - Fineness Mod.: 2.63 Specific Gravity: 2.65 Dry Loose Unit Ott: 100.87 Lary Radded Unit Ott: 112.35 IbIfe Absorbtion: 1.27 % Ibtfe Product Data Sleet Edition 10.2005 Identification no. 161 Plastocrete 161 Description Plastocrete 161 is a lignin polymer -type water- reducing admixture. Plas 161 m ee t s the req o ASTM C494 Types A, B and D. Applications Plastocrete 161 is recommended for use in all applications where high quality concrete with superior workability is required. Advantages Plastocrete 161 water reducing admixture provides an economical and highly effective means of reducing the amount of mixing water required to produce concrete 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 is available for early hydration. The more cement particles hydrated by contact with the mixing water, the greater the compressive strength of the concrete. Plastocrete 161 is formulated as a Type A water reducer to allow up to 10% water reduction and maximize the benefits of increased hydration in Moth the hardened and Mastic states. 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 concrete easier to pump and finish. a Consistent normal setting times throughout the recommended dosage. a Lower water cement ratios provide decreased permeability and increased durability. a Plastocrete 161 does not contain intentionally added chlorides and will not initiate nor promote the corrosion of steel in the concrete. How to Use Dosage Dosage rates will vary depending on the material used, ambient conditions and the requirements of a specific project. For general concreting applications, Sika recommends a dosage rate between 2-4 fl.oz. IOG lbs. (130 -260 mIf104 kg) of cementitious materials for normal setting characteristics. Dosage rates of 4 -6 f1.oz. /100 lbs. (266 -390 l/ 100 kg) of cementitious materials are recommended for applications where higher water reduction is needed as well as extended workability and prolonged setting times. Dosage rates outside the recommended range may be used where specialized materials such as microsilica are specified, extreme ambient conditions are encountered or unusual project conditions require special con- sideration. In this case please contact your local regional Sika office or Sika technical service department at 1 -800- 933 -7462 for farther information. Mixing Plastocrete 161 is added at the concrete plant. Measure required quantity 1- 800- 933-SI [).UALITY manually or by automated dispenser. Adel into the water line at the hatch plant 501. Delmar Avenue or to the mixer at the end of the batching cycle. Lyndhurst, NJ 07071 Combination with ether Admixtures: Plastocrete 161 works effectively as a 1 single admixture or in combination with other admixtures in the Sika System. Phone: (514) 537 -2610 When air entrained concrete is specified, Slka recommends the use of Sika air Fax: (201) 933-6225 entraining admixtures. � #11EVEM When used in combination with other admixtures, care must be taken to www.sika.ca dispense each admixture separately into the concrete. Do not mix with dry cement. Packaging Plastocrete 161 is supplied in 56 gallon (208 liter) drums and bulk delivery. Storage and Shelf -life Plastocrete 161 should be stored at above 40"F {6 °C }. If frozen, thaw and agitate thoroughly to return to normal state before use. Shelf life when stored in dry warehouse conditions between 50n and 80'F {10" - 27 °C} is one year. Typical Data Appearance Dark Brown liquid Sp ecifi c Gr Approx. 1.2 Caution Skin and eye irritant, avoid contact. The use of NIOSH approved respirator, safety goggles and rubber gloves is recommended. Avoid breathing product. Use with adequate ventilation. Remove contaminated clothing. Handling and Storage Avoid direct contact. Wear personal protective equipment (chemical resistant goggles/gloves/clothing) to prevent direct contact with skin and eyes. Us only in well ventilated areas. Wash thoroughly with soap and water after use. Remove contaminated clothing and launder before reuse. First kid Eyes: Hold eyelids apart and flush thoroughly with water for 16 minutes. Skin: Remove contaminated clothing. mash skin thoroughly for 16 minutes with soap and water. Inhalation: Remove person to fresh air: Ingestion: Do not induce vomiting. Dilute with water. Contact a physician. In all cases, contact a physician immediately if symptoms persist Clean Up Use personal protective equipment (chemical resistant goggles /gloves/ clothing). Without direct contact, remove spilled or excess product and place in suitable sealed container. Dispose of excess product and container in ac - cordance with applic environmental regulations. KEEP CONTAINER TIGHTLY CLOSED KEEP OUT OF REACH OF CHILDREN NOT FOR INTERNAL CONSUMPTION FOR INDUSTRIAL USE ONLY CONSULT MATERIAL SAFETY DATA SHEET FOR MORE INFORMATION Sika warrants this productfor one year from date at installation to be free from manufacturing defectsand to meet the technical propertles on the ourrenL Technical Data Sheet if used as dracted within shelf li€e. User determines suitability of praluct for intended use and assumes all risks. Buyers sole ren strait be limited to the purchase price or replacentent o €product exclusive of labor or rust of labor. NOOTHER WARRANTIESEXPRESSED OR IMPLIEDSHALLAPPLYINCLUD€NG ANYWARRANTY OFMERCHANTABILITYOR FITNESSFOR A PARTICULAR PURPOSE. SIKA5HALL NOT BE LIABLE UNDERANY LEGALTHEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A € ANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. Sika Corporation Sika Canada Inc. 1- 800- 933-SI [).UALITY 201 PolifoAvenue 501. Delmar Avenue Lyndhurst, NJ 07071 Pointe- Claire, QC H3R 4A3 1 Phone; ( 201) 933 -8800 Phone: (514) 537 -2610 Fax: (201) 933-6225 Fax: (514 )597 -3087 � #11EVEM wwwslkaconstructbn.com www.sika.ca Regional Inlionam ion and Sales Centex,. For the location of your nearest Sika representative, contact your regional center. U.S. t North East Region: Fairless Hills, PA, Phone: (215) 29S .6600 North Central Region: Marion. OH, phone: (800) 851 -1545 # South East Region: Conyers. GA. Phone: (770) 760 -130Lt South Central Region: Mesquite, TX, Phone: (872) 289.948I Western Region: Santa Fe Springs, CA, Phone; (562) 903 -3850 Canada: Ontade: Mississauga, OM Phone. ( 905)795- 3177. Alberta: Edmonton, AS, Phone: (70�) 48"111 o7 ,tyCerllSratioa Nurnberg: Lyadh —t: EM 65711050 9001, FM 7D421tQS DOOM, Macbm. FM WIS. Kansas CitytFM@9187. Saata Fa Springs: FN 894M Sika and Plastocretsare rWdered trademarks. Made in USA. Paned in USh. Product Data Sheet Edition 102005 Identification no. 100-54 Plastiment PlastimentO Water Reducing and Retarding Admixtum Description Plastiment is a water - reducing and retarding admixture. Pla meets th req of A t € C494 Types B and D. Applications Plastiment is recommended for use whenever high quality concrete with pre- dictable and controlled set times is desired. Use in flatwork and horizontal or vertical slipform placements where a superior surface finish is required. Advantages Plastiment is highly effective in hot weather concreting to offset the accelerat- ing effects of high ambient temperatures by slowing the hydration reaction and controlling the hydration heat. Concrete workability is enhanced and a supe- rior surface finish is obtained. 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 fin- ishing without cold joints in hot weather conditions. in Plastiment increases concrete density and delivers increased early and ultimate, compressive and flexural strengths. For flatwork applications Plastiment acts as a finishing aid, workability is improved, bleeding is controlled and a superior surface finish is obtained. Iff Lower water cement ratios provide decreased permeability and increased durability. Plastiment can be used to retard concrete during the hot weather con- creting. Refer to ACI 3058 Hot Weather Concreting for more information. Plastiment does not contain calcium chloride or any other intentionally added chlorides. How to Use Dosage Dosage rates will vary depending on the material used, ambient conditions and the requirements of a specific project. For general concreting applications, Slka recommends a dosage rate between 2 -4 fi. oz./10t} lbs. (13£3 -260 mI1136 kg) of cementitious materials. Where extended retardation is required dosage may be increased. Dosage rates outside the recommended range may be used where specialized materi- als such as microsilica are specified, extrame ambient conditions are encoun- tered or unusual project conditions require special consideration. In this case please contact your local regional Slka office or Slka technical service department at 1 -800- 933 -7452 for further information. R; Add Plastiment at the concrete plant. Measure required quantity manually or by automated dispenser. Add Into the water tine at the batch plant or directly into the concrete at the end of the mixing cycle. Combination with either Admixtures: Plastiment works effectively as a single admixture or in combination with other admixtures in the Sika System. When used in combination with other admixtures, cars must be taken to dis- pense each admixture separately into the mix. '3o not mix with dry cement Plastim i suppli in 55 g a l l o n (208 Iiter) d rums and hulk delivery. id Shelf -life Plastiment should be stored at above 40'F (5 °C). If frozen, thaw and agitate thoroughly to return to normal sets before use. Shelf life when stored in dry warehouse conditions between 50OF and 80OF (9O 27 °C) is one year. Typical Data Appearance Flourescent Green gown liquid. Spe cific Gravity Appr 1.2 Caution Skin and eye Irritant; avoid contact. The use of NIOSH approved respirator, safety goggles and rubber gloves is recommended. Avoid breathing product. Use with adequate ventilation. Remove contaminated clothing. Handling and Storage Avoid direct contact. Wear personal protective equipment (chemical resistant goggles/gloves/clothing) to prevent direct contact with skin and eyes. Use only in well ventilated areas. Wash thoroughly with soap and water after use. Remove contaminated clothing and launder before reuse. First Aid byes: Hold eyelids apart and flush thoroughly with water for 15 minutes. Skin: Remove contaminated clothing. flash skin thoroughly for 15 minutes with soap and water. Inhalation: Remove person to fresh air. Ingestion: Co not induce vomiting_ Dilute with water. Contact a physician. In all cases, contact a physici im mediately if symp per Use personal protective equipment (chemical resistant goggles/gloves/cloth- ing). Without direct contact, remove spilled or excess product and place in suet-able sealed container. Dispose of excess product and container in accor- dance with applicable environmental regulations. KEEP CONTAINER TIGHTLY CLOSED KEEP OUT OF REACH OF CHILDREN NOT FOR INTERNAL CONSUMPTION FOR INDUSTRIAL USE ONLY CONSULT MATERIAL SAFE T Y DATA SHEET FOR MORE INFORMATION Sika warrants. this product for one yearfnxn date d installation to be tree from manutacturing defacts and to meet the technical properties an the current Yac rfloal Data Sheet it used as directed within shelf life. User determines suitability or product for intended tee and assumes all risks, Buyer's sole remedy shag be limited 10 the purchase price or replacement of productexciusive of labor or cost of labor. NOOTHERWARRANTIESEXPRESSED OR IMPLIED SHALLAPPL; YiNCLUD IN& ANYWARRANTY'OFMERCHANTAEil3TYOR FITNESSFOR APART€CULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNdERANY LEGAL THEORY FOP SPECIAL OR CONSEQUENTIAL DAMAGES. SIKH SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT €lit ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. Slka Corporation Sika Canada Inc. 1 -800- 933 -SIKA CLUALITY 201 Polito Avenue 601, DelmarAvenue Lyndhurst, NJ 07071 Pointe- Claire, QC HSR 4A3 D Phone; (201) 383 -8800 Phone: (514) 6137 -2910 Fax: (201)933 -5225 Fax: {514}697 -3087 wwwsikaoonsbruction.com wwwslka.ca `I #IEVE Regional information and Sales Canters. For the location of your nearest Sika representative, contact your regional cemec U.S.: North East Region: Fa'dless Hills. PA, Phone: (215) 295 -6300 North Central Region: Marion, OH, Phone: (800) 851 -1545 South East Region: Conyers, GA. Phone: (770) 7601 -1300 South Central Region: Mesquite, TX Phone: (972) 289 Western Region: Santa Fe Springs, CA, Phone: (562) 903 -3364 Canasta: Ontario: Mississauga. ON. Phone. (M5) 795 -3177, Alberta: Edmonton, AS, Phone: (78U) 486.6111 Qui,ligCertH&stioe Nuntiera: £yndhmt: FM 69711 DSO 90Mh FM 7=1 tat anaet, Marine: FM 897!5, Kansas City: FM 68107, Santa Fe Springs: FM 8a4W Sika and Pfastiri mt are re0strifed trademarks. Made In USA. Printed in US4. Product Data Shut Edition 10.2005 Identification no. 104 Sika AER likae'E' A Entraining Admixture r Description Sika AER admixture is a concentrated liquid solution of neutralized vinsol resin. Sika AER meets the requirements ofASTM 0-260 for Air Entraining Admixtures. Applications Sika AER can be used whenever air entrained concrete is desired. Ready - mix, precast and block producers can achieve optimum entrained air contents, even where harsh mixes are used or fly -ash is added to the mix. Sika AER is an effective and economical means to improve the paste quality of lean concrete mixes. Advantages Durability: Air entrainment is recognized as the most effective prevention against concrete scaling in exposed environments. Air entrained concrete delivers particular benefits in the form of increased concrete durability. This is important in colder climates where frost and freeze -thaw cycles can cause scaling and damage to the concrete surface. Air entraining agents help to prevent scaling by creating millions of microscopic air voids that water trapped in the concrete can expand into when the concrete freezes, thus preventing cracks Mused by the natural expansion. Entrained air voids in the concrete will also increase durability in harsh environments where concrete is exposed to deicing salts, marine salts and sulfates. Workability and Placeabiiity: Workability and placeability are also improved by the lubricating action of the microscopic bubbles in the concrete. The concrete flows better, bleeding and shrinkage is reduced because lower water content is needed for desired workability. It has been formulated and manufactured specifically to provide stable and predictable air contents in concrete, with uniform air bubble spacing through- out the concrete matrix. Haw to Use Dosage Dosage rates for Slka AER will typically fall between 0.5 and 1.5 fi. oz.1100 lbs. (32 - gZ ml/1 Ufl kg) of cementitious to entrain between 4 and 6 percent air. Higher air contents may be obtained by increasing the dosage rate. Dosage rates will vary depending on the air content required for a particular project. Typically 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 total cementitious content, type of pozzolanic materials, sand gradation, temperature and water content. Slka recommends that trial mixes be tested whenever material or any other changes are made that may affect the amount of entrained air. 00 Mixing Measure the required quantity per batch manually or with automatic dispenser 201 Polito Avenue 601, DelmarAvenue equipm Add Sika AER to mixing Water or sand. Do not mix with dry ce- Lyndhurst, NJ 07471 PairkUaire, QC H9R 4A9 eet When used in combination with other admixtures, care must be taken to Phone; (201) 933 -8840 phone; (514) 697 - 2810 dispense each admixture separately into the mix. Fax: (241)933 Fax; (514)6973487 Combination vlrith Other Admixtures- www.slkaconstruction.com wwwsika.oa Combin with other admixtures, particularly water reducers and retarders, Regional Inlionnation and Sales Centers. For the location a' your nearest will tend to increase the amount of entrained air in the mix. Air contents should U.S.: North East RaVww Fairless Halt. PA, Phone: (215) 295 -&f(f be checked With an air -meter after hatching and dosage a djustments made at South East Region: Conyers, GA. Phone. (770) 780 -1340 the concrete plant. Pa Sika AFR is supplied in 55 g (2138 lite drums and bulk delivery. Storage and Shelf Life Sika A R should be stared at above 40°17 (5 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'F (1 Q ° C - 27 °C) is one year. Typical Data Appearance Dark Brown Yellow liquid. Sp ecifi c G r av i t y Approx. 1.0 Caution Skin and eye irritant, avoid contact. The use of NIOSH approved respirator, safety goggles and rubber gloves is recommended. Avoid breathing product. Use with adequate ventilation. remove contaminated clothing. Handling and Storage Avoid direct contact. Wear personal protective equipment (chemical resistant goggleslglovestclothing) to prevent direct contact with skin and eyes. Use only in well ventilated areas. Wash thoroughly With soap and water after use. Remove contaminated clothing and launder before reuse. First Aid Eyes: Hold eyelids apart and flush thoroughly with Water for 15 minutes. Skim: Remove contaminated clothing. dash skin thoroughly for 15 minutes with soap and water. Inhalation: Remove person to fresh air. Ingestion: Do not induce vomiting. Dilute with water. Contact a physician. In all cases, contact a physician immediately if symptoms persist. Clean Up Use personal protective equipment (chemical resistant goggl ing). Without direct contact, remov spilled or excess product and place in suitable sealed container. Dispose of excess product a nd contain in accor- dance with applicable environmental regulations. KEEP CONTAINER TIGHTLY CLOSED KEEP OUT OF REACH OF CHILDREN NOT FOR INTERNAL CONSUMPTION FOR INDUSTRIAL U SE ONLY CONSULT MATERIAL SAFETY DATA SHEET FOR MORE INFORMATION Sika warrants this productfor one year from date d installation to be free from manu5iduriing defects and to mast the technical propedies on the current Teohnical Data Sheaf if used as draded irAthin shat€ life. User determines suitability of product for intended use and assumes all risks. Buyer's sole remedy shall W limited to the purchase price or repiacernant otproduct exdusive of labor or cast ollabor. NOOTHFR WARRANTIES EXPRESSED OR IMPLIED SHALLAPPLYINCLUD €NG ANY WARRANTY OF MERCHANI•AB €L€TYOR RTNESSFOR A PARTICULAR PURPOSE. SIKASHALL NOT BE LIABLE UNDERANY LEGALTHEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MMNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. Slka Corporation SlkaCanadaInc. 1-800- 933 -SIKA CLUALIT'y 201 Polito Avenue 601, DelmarAvenue Lyndhurst, NJ 07471 PairkUaire, QC H9R 4A9 z e Phone; (201) 933 -8840 phone; (514) 697 - 2810 i t Fax: (241)933 Fax; (514)6973487 Fi1EVEIdiI � www.slkaconstruction.com wwwsika.oa Regional Inlionnation and Sales Centers. For the location a' your nearest Slim representative, contact your regional carrier. U.S.: North East RaVww Fairless Halt. PA, Phone: (215) 295 -&f(f North Central Radon: Marion, OH, Phone: (800) 851 -1545 South East Region: Conyers, GA. Phone. (770) 780 -1340 South Central Region: Mesquite, TX. Phone: (972) 289.6480 Western Region: Santa Fo Springs, CA, Phone: (552) 903 -39SO Canada: Ontario: N€ tsissatga.ON. Phase: {905) 795 3177. Alberta: Edntonton,AS, Phase: (780)48&6111 9 ityCartlftratioa#nnnLcea : tynrthurst : fM WT39VS080W €,FM7D429 JOS Bacot, Marion: FUMM Kansas CityrFM6®947, Sams FaSprir :F#�40d Sika Is a rej*tered traderwk. Bade in USA. Printed in USA. MATERIAL, SAFETY DATA SHEET SECTIt}N I _ CHEMICAE FFiODUCT.A COMPANY tI1ENT1FIC,ATtflW:: . Product Name, Ready Mix Concrete, Pre -Mixed Concrete, Transit Mixed Concrete. Grout MSDS covers all Concrete Mix Designs prepared`by inland. CAS No NIA Product Use: Ready Mix Concrete is a structural component used in structural and civil engineering. MSDS informiation: This product is classified .as hazardous_ according to criteria of WHMIS regulations. Product Code Chemical family: NIA Chemical Name And Synonyms NIA Forrrtula: This product consists of portland cement, flyash sand, aggregate, and ad mixtures,. individual compositions of constituents wilt vary vOthin the mix design ranges. Supplier /Mandfacturer. Emergency Contact information, SECTION.2 . ; IPt' SITIONIIhiO'bkMA ION ON INGREDI NT'S Ready Mix Concrete Ingredients & Their Exposure Limits- Note- Cements and sand and gravel may contain 0,1 %- 60% crystalline silica (GAS Igo. 14808- SD- '7)depending.on the proportion and crystalline silica content of the:ingredients. All Ingredients may :contain crystalline silica. Wet stage poses no risk or hazard. October2004 Ready Mix Concrete Page 1 of t Current ACI TLV for '8 hour:Exoosure _. ..... ...... - - _ ................ ... _ . ........... ._ . . .. .. ..... z Percentage of Totai Dust Respirable Dust Chemical Entltyllrlgredlent CAS No- Mix f (Mass � (Mass _ _... .._........._... -_.. _. _.. rr€glrta mgIm .. Crushed stone or ravei ` _ D.to 60 10 MO /M 3 _. _ 5 rsg Sand __. 1 to 50 10!N/M 5rngIM Portland Cement - - -. _ 6x997 l5-t - - 1 to.25 .,. 9(l mg /m 5 mgllna _ . ... ... .. . .. Water FI Ash w 1 to 25 1 ItY13 5'RtgIM crys #Rlfi e Silica_ - - -T ,.._..... . - 7 ..__.., rv0 01 ta: .... ._ : . . fff _: 2 mglrr�' , ... ..._._ {3.U5 Note- Cements and sand and gravel may contain 0,1 %- 60% crystalline silica (GAS Igo. 14808- SD- '7)depending.on the proportion and crystalline silica content of the:ingredients. All Ingredients may :contain crystalline silica. Wet stage poses no risk or hazard. October2004 Ready Mix Concrete Page 1 of t MATERIAL SAFETY DATA SHEET SECTION 3 — AZARDS IDENTIFICATION Emergency Overview- Concrete is a light gray fluid mixture that poses an immediate hazard to eye tissue. Exposure of sufflPient duration to wet concretr: can cause serious, potentially irreversible tissue (skin or eye) destruction in the rorm of chemical (caustic) bums, including third .degree bums. .If footwear or clothing becomes saturated with wet.concrete, remove immediately and wash area With water and mild soap. Do not allow prolonged contact. Potential Health Effects • Relevant routes of exposure are: EYE CONTACT and SKIN CONTACT Effects Resulting From EYE CONTACT; Exposure to wet concrete may cause immediate or delayed irritation or-inflammation. Eye contact by splashes of wet concrete may cause effectsranging from moderate eyeinitation to chemical burns and blindness. Such exposures require immediate first aid and medical attention to prevent significant damage to the eye. Effects Resulting From SKIN CONTACT- Discomfort,or pain: cannct be relie6upon to: alert a person:to a. hazardous exposure. Consequently, the only effective means of avoiding skin injury or illness. involves minimizing skin contact, particularly contact with wet concrete. Exposed persons may not feet discomfort unlit hours after the exposure has ended and significant injury'has occurred. Exposure to moist or wet concrete may cause more severe.skin effects including thickening. cracking, fissuring of the skin. Prolonged exposure can cause severe skin damage in the 'form of (caustic) chemical bums. Effects Resulting From INHALA71ON: Concrete may contain amounts of crystalline silica. Prolonged exposure to•respirable free crystalline silica may aggravate other lung conditions. It may also cause delayed .lung injury including silicosis a disabling and potentially fatal lung disease, aridlor otherdiseases, (Also see 'Carcinogenic Potential" below,) Respirable exposure to silica in concrete may:occur only if concrete is drilled, cut, ground or polished. Exposureto concrete dust may cause irritation 1o the moist mucous membranes :of the nose, throat, and upper respiratory%syslem. The dust may also leave unpleasant deposits in the nose, Effects Resulting From INGESTION: Not Applicable Chronic Effects Some individuals may exhibit an allergic: response upon exposure to ready-mix concrete, The response may appear in a variety of forms ranging from a mild, rash to severe skin ulcers. Persons already sensitized may react to their first contact with the product. Others may first experience this effect after years of contact with ready-mix concrete. Minimizing contact with skin is the basic protection to reduce this exposure. October=4 Ready Wix Concrete Pago 2 of 2 MATERIAL. SAFETY DATA SHEET Carcinogenic Potential Ready Mix Concrete is not listed as a carcinogen by NTP, OSHA, or IARC. It may, however, contain trace amounts of substances listed as carcinogens by those organi?ations. Crystalline silica, a potential trace level contaminant in Portland cement, is found in the aggregate components in varying percentages and is classified by.IRAC as:.a known human carcinogen (Group 1). NTP has characterized respirable silica as "reasonably anticipated to be [a) carcinogen ". Medical Conditions That May Be Aggravated By Inhalation or Dermal Exposure: 0 Pre - existing upper respiratory and lung diseases. D Previous exposure to dust from hardened product. C unusual or {hyper} sensitivityto hexavalent chromium (chromium" ( +0)) salts. EGTlO 4— %PIRSTAJD;MEASURES Eyes • Skin lmmediately`flush eyes thoroughly with Water. Continue flushing for 15 minutes, including .under the lids forat least 15:minutes. Seekmedical:atteniion ' immediately. Wash skin with water and pH neutral soap or mild detergent intended for use on skin. If clothing or footwear is saturated remove immediately and - wash.area with water and nuld soap. i contact has been severe enough to cause reddening or actual burns to skin, place sterile bandage on area and seek medical- attention. . Inhalation in wet form, :concrete :cannot -be inhaled. Ingestion In wet form concrete is:unliketyto be ingested. If concrete enters. mouth, washout with water imrnediataty. seek medical attention if -any bunting sensation or actual burns occur, 8EGTIClI :- FI1 tE< IWJSPLt7Sif ?IJ't#ATAlFIRE:FtGHTING EASURES Flammability: Not Flammable. Flash Point: Not Applicable. Lower, Explosive Limit: Not Applicable, Upper Explosive Limit: Not. Applicable. Auto ignition* Temperature: Not'Appliicable, Sensitivity To Static Discharge: 'Not Applicable. Sensitivity' To Impact: NotApplicable, Extinguishing' Media: Not Applicable. Special Fire- Fighting Procedures: None. Combustion Products: .Not Applicable. Unusual Fire-And Explosion Hazards. Not Applicable. gctober.=4 Ready Mix Concrete Page 3 of 3 MATERIAL SAFETY DATA SHEET SE CT1Qtd'7 - i°iANL3L1�i�.AR117STQA£�E . Normal temperatures and pressures. do not affect the maiierial, Promptly remove dusty clothing or clothing whieh;is Wet �-Ath concrete fluids and launder before reuse: Wash thoroughly after exposure to :dust or wet cement mixtures or fluids. Ready Mix Concrete is;preixedat a plant or in a` truck mixer drum.and delivered to the end ;user in semi -fluid state ready to be placed to:set in final form.. SECTION 8 - EXPOSttRE CONT'RdLSIE'ERBO AL P €>TECTION Eye Peron: Safety glasses with side shields, or goggles, should zbe worn when engaged in activities where.eement dust wet cement, or concrete could-contact the eye. In extremely dusty environments and unpredictable environments, ,dear unvented or indirectly vented goggles.to avoid eye irritation or injury. Contact lenses should not be worn when. working with ready mix concrete or fresh concrete.products. Skin Protection- Prevention is essential to avoid potentially severe skin injury. Avoid contact with unhardened (wet) concrete products- If contact occurs,' promptly wash affected area with soap and water. "Wear impervious clothing :and gloves to eliminate skin contact where prolonged exposure to unhardened ready 'mix concrete . products might occur. Wear boots that are impervious to water to eliminate foot and ankle exposure. If;standing in wet concrete rubber boots must he worn to prevent injury. Wet concrete may splash into open boot tops, and saturatest socks and rem ain in co ntact for a lengthy period of time. Prevention is to ensure that boots are fully laced up. Do not rely can barrier °creams; barrier creams should not,be used in place of gloves. Periodically wash areas in contact with dry portland cement, wet cement, or concrete fluids with a pi l- neutrat soap. VVash again at the end of workday. If irritation occurs, immediately wash 'the affected area and seek treatment. Clothing saturated with wet concrete should. be removed immediately and replaced with clean, dry clothing. Do not allow clothing saturated with wet concrete to remain in contact with skin for any period of #ime.. October 2004 Ready Mix Concrete Page•4 of 4 .: SE CTiCIA1 &- STABILITYAND R AC'i IVITy Stability: Stable Incompatibility: Portland cement reacts with water to produce a caustic solution, pH 12 to pH 13- Wet concrete is alkaline. As:such it is incompatible with acids; ammonium salts, and aluminum metal. Aluminum powder and other alkali and alkaline earth elements will react in wet mortar or concrete, liberating hydrogen gas_ Concrete dissolves in hydrofluoric acid producing corrosive silicon tetrafluoride gas. Silicates react with powerful oxidizers such as fluorine, chlorine, trifiuorides, and oxygen difluodde: Hazardous Decomposition Will not occur. Hazardous Polymerization:. Will not occur. SE CT1Qtd'7 - i°iANL3L1�i�.AR117STQA£�E . Normal temperatures and pressures. do not affect the maiierial, Promptly remove dusty clothing or clothing whieh;is Wet �-Ath concrete fluids and launder before reuse: Wash thoroughly after exposure to :dust or wet cement mixtures or fluids. Ready Mix Concrete is;preixedat a plant or in a` truck mixer drum.and delivered to the end ;user in semi -fluid state ready to be placed to:set in final form.. SECTION 8 - EXPOSttRE CONT'RdLSIE'ERBO AL P €>TECTION Eye Peron: Safety glasses with side shields, or goggles, should zbe worn when engaged in activities where.eement dust wet cement, or concrete could-contact the eye. In extremely dusty environments and unpredictable environments, ,dear unvented or indirectly vented goggles.to avoid eye irritation or injury. Contact lenses should not be worn when. working with ready mix concrete or fresh concrete.products. Skin Protection- Prevention is essential to avoid potentially severe skin injury. Avoid contact with unhardened (wet) concrete products- If contact occurs,' promptly wash affected area with soap and water. "Wear impervious clothing :and gloves to eliminate skin contact where prolonged exposure to unhardened ready 'mix concrete . products might occur. Wear boots that are impervious to water to eliminate foot and ankle exposure. If;standing in wet concrete rubber boots must he worn to prevent injury. Wet concrete may splash into open boot tops, and saturatest socks and rem ain in co ntact for a lengthy period of time. Prevention is to ensure that boots are fully laced up. Do not rely can barrier °creams; barrier creams should not,be used in place of gloves. Periodically wash areas in contact with dry portland cement, wet cement, or concrete fluids with a pi l- neutrat soap. VVash again at the end of workday. If irritation occurs, immediately wash 'the affected area and seek treatment. Clothing saturated with wet concrete should. be removed immediately and replaced with clean, dry clothing. Do not allow clothing saturated with wet concrete to remain in contact with skin for any period of #ime.. October 2004 Ready Mix Concrete Page•4 of 4 MATERIAL SAFETY DATA SHEET Respiratory Protection: Avoid actions that cause dustto become airborne. Use local or general ventilation to.con €rol exposures to below applicable exposure limits. Use NJOSHWSHA- approved (under 30 CFR 11) or N10SH- approved (under 42;CFR 84 after July 10, 1938) respirators in poorly ventilated areas, If an applicable exposure limit is exceeded, or when dust causes discomfort or irritation. Ventilation: Use local exhaust or general dilution ventilation to control exposure within applicable limits. SECTION :9 PHYSICAL ;AND C MICAL PROPERTIES Appearance: Odor Threshold- PH (as a solid)- Solubility 'In Water: Vapor Density: Freezing[ Point: Speck Gravity (IH20 = 1:0 ): Goff. Waterl0il Dist._ gray fluid J hydraulic mixture Not applicable. Not applicable. Not applicable. Not applicable. Not applicable. 3.15 Not applicable. Odor: Physical State: PH: Vapor Pressure: Boiling Point: Melting Point= Evaporation :Rate: No distinct odor. Solid (powder) - 12 to - 13 Not applicable. Not applicable (i.e., ?100 TC) Not applicable. Not applicable. SECTIC31� 1{}. �T{ �XIi ~t31:C3lCAL[IAiFKIR1I�ATIC3N Effects Of Acute Exposure.- Wet concrete mixtures can dry the skin, cause alkali burns, anti irritatethe eyes and upper respiratory tract. Ingestion can cause irritation. of the throat. Effects Of Chronic ElMosure. Dust from concrete can cause infla€ramationfirritation of the tissue lining the interior of the nose and the cornea (white); of the eye. ~ All - EC# L€ GICAL;1NFORMA"t'JON Ecatoxicity: No recognized unusual toxicity to plants or. animals. SECTIO 12 = .plSPOSAL =CONSIDERATIONS Dispose of waste material according to 1=1, provincial, state, and federal regulations. ( Since set;concrete is stable, allow material. to harden). Dispose in an approved landfill. October 2004 Ready Mix Concrete Page 5 of 5 MATERIAL SAFETY DATA SHEET SECT'ION'13 -TRANSPORT; INFORMATION Hazardous materials descriptions ; proper shipping name: Hazard Class: Identification Number. Required Label Text Hazardous substances/reportable quantities (R()): Ready Mix Concrete is not hazardous under the TDG Act (Canada) or DOT regulations (USA), Not applicable. Not applicable. Not applicable, Not applicable. SEC ?tt}N.'14 R1 r�t11.ATE)R'Y.13+IEt�RAtiAT1€�N i Status under USDOL -OSHA Hazard Communication Rule 29CFR'1910,1200. Deady Mix Concrete is considered a "hazardous chemical" under this regulation and should be part of any hazard communication program. Status under CERCLA1Su erfund 40 CFR 117 and 302: Not listed. Hazard Categ under SARA ITiffe 111 Sections 311 and 312: Ready Mix Concrete qualifies as a "hazardous.substance" with delayed health effects. Status under SARA ('Title 111), Section 313- Not subject-to reporting recluirements.underSection.313, S1 G1!£?M 1a= REGtJ1 ATt3F�`f'INF`ORMATIOW CONTllslUEP Status under TSCA as of May 1997 Some ,substa c Ready Mix Concrete are on the TGSA.inventory list, Status under the Federal Hazardous` Substances Act: Ready Mix'Concrete is . a' "hazardous substance" subject: to statutes promulgated underthe subject act. Status underCaliforniaiProposition65 This product contains chemicals (trace metals) known to the State of California to cause cancer, birth defects or other reproductive harm. California law requires the manufacturer to give the above waming in the absence of definitive testing to prove the defined. risks do not exist Status under Canadian Environmental Protection Act :Not listed. October 2004 Ready Mix Concrete Page .S o€ 6 MATERIAL SAFETY DATA SHEET Status under WHMIS: Portland cement is considered to be a hazardous material under the Hazardous Products.Act as defined by the Controlled Products Regulations and is therefore subject to the labeling and MSDS requirements of the Workplace Hazardous Materials Information System (WHMISj. This product has been classified in accordance with the hazard criteria of the CPR and the MSDS contains all the information required by the CPR. s �rlc u; s : OT >_RANFORMATION Other important Inforrmatiow Concrete should only be used by knowledgeable °persons, Vital to using the product requires the user to recognize that portland cement chemically reacts with water and thatisome of the inter€nediate:pioducts of this reaction, during the -setting stage,.are the. cause of the hazards when handling this product. While the information provided in this material safety data sheet is believed to provide a useful.summary:of the hazards of concrete, as it is:c rnmonly used, one cannot anticipate and provide all of the iriformatiort that might be needed in every situation. Inexperienced product users °shoutd obtain propertraining before using this product. The data furnished in this sheet does not address hazards that may be :posed by:other materials mixed with concrete. Users should review other relevant rnaterial.:safety data sheets before working with concrete or working with products containing portland cement. No representations .orwarranties with respect to the accuracy or correctness°of this information, or of any kind or nature whatsoever are given, made, or intended by Inland Concrete Limited. No legal responsibility whatsoever is assumed for this information, or for any injuries or:damages, however caused which may result from the -use of this information. This. information is offered solely for informational purposes and is, subject.to. your own independent investigation and verification. October 2€ 04 Ready Mix' Concrete Page 7 of'7