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ST0301A-SP100714
Page 1 of 1 Keith Marvin - FW: Bethel Rd - Stamped concrete Mix Design From: "Dean Dumke" <deand @JRJPaving.com> To: "Keith Marvin" <KMARVIN @coppelltx.gov> Date: 7/14/2010 2:15 PM Subject: FW: Bethel Rd - Stamped concrete Mix Design CC: "Kim Entrekin" <Kime @JRJPaving.com >, "Marty Murphy" <Martym @JRJPaving.com> Keith, Attached is the mix design for the stamped concrete that N TX Bomanite will be using at the Denton Tap /Bethel Rd intersectiton. Please review and let me know if you have any questions regarding what is being submitted for this area. Thank you, Dean Dumke Sr Project Manager 469 - 223 -7879 JRJ PAVING, L. P. From: Don Bruner [mai Ito: dbruner @bomanitent.com] Sent: Wednesday, July 14, 2010 11:26 AM To: Dean Dumke Cc: Bill Daily Subject: Bethel Rd Mix Design am writing in reference to the proposed concrete mix design for the crosswalks in Denton Tap. We recently completed the paver replacement at Denton Tap and Sandy Lake using a six sack design. The concrete tested at 80% of the 4,000 psi design strength in three days where -upon traffic was permitted on the pavement. The proposed mix design submitted for Bethel Road is a 6 %2 sack design (4500 psi). We should not have any problem with acquiring strength using the 6 %2 sack design for the Bethel Road crosswalks. The use of a high early strength design can create an issue with stamping of the pavement because of the rapid initial set. Integral color for concrete is based on the sack content of the concrete mix design. We will need to know as soon as possible if the proposed 6 %2 sack design is acceptable so that the correct order can be placed for the integral color. We should be able to order and have delivered the integral color within two working days so time is of the essence. Please advise as soon as possible so I can order the integral color. If you have any questions please call. Don Bruner North Texas Bomanite, Inc. 972 - 484 -8465 ext 222 972 - 880 -6147 cell 972 - 484 -8466 fax www.bomanitent.com file: HC: \Documents and Settings \radloo \Local Settings\ Temp \XPgrpwise \4C3DC667City_... 8/17/2010 2010) Keith Marvin - RE: Bethel Rd Mix Design Page 1 From: "Don Bruner" <dbruner @bomanitent.com> To: "Dean Dumke" <deand @JRJ Paving. com> Date: 7/14/2010 2:40 PM Subject: RE: Bethel Rd Mix Design Attachments: Bethel Road - Coppell 1.pdf; Bomanite Integral Color Tech Bulletin.pdf; Bom anite_Integral Color Chart.pdf have attached to concrete mix design for the 6 Y2 sack (4500 psi) concrete and the information on integral color. The color used at Denton Tap and Sandy Lake was "Red Clay ". If you need additional information please call. Don Bruner From: Dean Dumke [mailto:deand @JRJPaving.com] Sent: Wednesday, July 14, 2010 2:20 PM To: Don Bruner Subject: RE: Bethel Rd Mix Design Don, need the attachment for the mix design. Can you send it to me? Dean Dumke Sr Project Manager 469- 223 -7879 J RJ PAVING, L. P. From: Don Bruner [mailto:dbruner @bomanitent.com] Sent: Wednesday, July 14, 2010 11:26 AM To: Dean Dumke Cc: Bill Daily Subject: Bethel Rd Mix Design 2010) Keith Marvin - RE: Bethel Rd Mix Design Page 2 am writing in reference to the proposed concrete mix design for the crosswalks in Denton Tap. We recently completed the paver replacement at Denton Tap and Sandy Lake using a six sack design. The concrete tested at 80% of the 4,000 psi design strength in three days where -upon traffic was permitted on the pavement. The proposed mix design submitted for Bethel Road is a 6 Y2 sack design (4500 psi). We should not have any problem with acquiring strength using the 6 Y2 sack design for the Bethel Road crosswalks. The use of a high early strength design can create an issue with stamping of the pavement because of the rapid initial set. Integral color for concrete is based on the sack content of the concrete mix design. We will need to know as soon as possible if the proposed 6 Y2 sack design is acceptable so that the correct order can be placed for the integral color. We should be able to order and have delivered the integral color within two working days so time is of the essence. Please advise as soon as possible so I can order the integral color If you have any questions please call. Don Bruner North Texas Bomanite, Inc. 972 - 484 -8465 ext 222 972 - 880 -6147 cell 972 - 484 -8466 fax www.bomanitent.com Southern Star Concrete, Inc. Office: (214) 651 -8020 240 Singleton Blvd. Fax: (214) 651 -1810 Soulhern Star Dallas, Texas 75212 Submittal No. 8120 Date Issued: 7/12/2010 Contractor: North Texas Bomanite Project: Bethel Road - Coppell, Texas To Whom It May Concern: We are submitting these mixes in accordance with ACI 318 (Chapter 5), proportioning on the basis of field experience and /or the trial mixture method: Mix Code Number Description Intended Use 9351 5.5 SK 1 "LS, A /D, AIR (3600 psi) Paving 9375 6.5 SK 1 "LS, A/D, AIR (4500 psi) Paving When placing orders for this project, please order by product mix code number. Southern Star Concrete, Inc. warrants that the concrete as delivered to this project will meet or exceed the design strength specified on the delivery ticket when evaluated in accordance with ACI -318, ACI -301, and ASTM C -94, latest revision. The measured slump, and the concrete must be tested in strict accordance with the provisions of ASTM standards C -172, C -143, C -31, C -39, C -617, C -231, C -173, C -138, C -1019, C -78, C -567, C -1064, latest revisions. All samples and testing of samples for acceptance shall be conducted at the point of discharge from the concrete delivery truck Should the Purchaser choose not to purchase temperature control measures, the Purchaser shall assume all liability for rejected concrete due to non - compliant concrete temperatures. Responsibility for concrete when others supply mix designs will be the sole responsibility of those parties supplying the mix design. Customer assumes total responsibility for concrete placement, finishing, initial and final curing, placement of joints at proper spacing, and any aesthetic concerns /issues (such as cracks, discoloration, etc.) that may arise in the plastic and hardened state. The contents of this packet, with particular consideration in regard to the mix designs themselves, are considered proprietary in nature and are to be treated as confidential. This information is being submitted for approval for use on this project. Please provide Southern Star Concrete, Inc. an approved copy or a copy with the notes for correction of this submittal, when available. Concrete will be delivered to the nearest accessible point over passable roads; customer assumes responsibility for all damages to city, state, and personal property , including concrete mixer truck if customer instructs concrete mixer truck to drive beyond curb lines. Customer should provide concrete mixer truck with wash down area. In accordance with ASTM C -94, please copy our office with all test results obtained on this concrete by independent testina laboratories. Thank you for your business and cooperation in this matter Janet Kinard Quality Services Office Manager 1992 - 2010 Digital Site Systems, Inc. Quadrel iService SM Southern Star Concrete, Inc. Telephone: (214) 651 -8020 240 Singleton Blvd. Fax: (214) 651 -1810 Dallas, Texas 75212 Soulhe CONCRErErINC Submittal No. 8120 Date Issued: 7/12/2010 Customer: North Texas Bomanite Project: Bethel Road - Coppell, Texas Mix Code: 9351 Description Mfg. Source Mix Code must be used when ordering concrete. Tradename ASTM Spec. Gravity oz /cwt Weight (I b) Type 1 -11 Midlothian Ashgrove C - 150 3.15 517 1 " Hanson Aggregates #57 Hanson (Limestone) C - 33 2.68 1,840 Natural Sand Trinity Cottonwood Trinity Cottonwood C - 33 2.62 1,314 City City Water C - 94 1.00 257 Air Entrainer BASF MB AE 90 C -260 1.01 0.54 Type A Water Reducer BASF Pozzolith 80 C -494 1.20 3.37 Specified F'c : Specified Slump Specified Air: 3,600 psi @ 28 days 4.00 +/- 1.00 in. 4.50 +/- 1.50 % Designed Unit Weight: 145.5 Designed W/C Ratio: 0.50 Designed Volume: 27.00 lbs. /cu.ft. cu.ft. TOTAL 3,928 NOTES: Southern Star Concrete, Inc. has no knowledge or authority regarding where this mix is to be placed; therefore, it is the responsibility of the project architect, engineer, and /or contractor to ensure that the above designed mix parameters of compressive strength, water -to- cement ratio, cement content, and air content are appropriate for the anticipated environmental conditions (ie. ACI -318 sections 4.1 -4.3, and local Building Codes). Customer assumes total responsibility for concrete placement, finishing, initial and final curing, placement of joints at proper spacing, and any aesthetic concerns /issues (such as cracks, discoloration, etc.) that may arise in the plastic and hardened state. Customer assumes responsibility for any performances issues (strength, aesthetic, durability, air entrainment etc.) as a result of water added to concrete at the project site that exceeds the w /c +p. Designed mix cementitious content, is stated as a minimum, and Southern Star Concrete, Inc. reserves the right to increase cementitious content. Chemical admixtures are added in accordance with the manufacturer's recommendations. Southern Star Concrete, Inc. reserves the right to adjust these dosages to meet the changes in jobsite demands. Southern Star Concrete, Inc. may use admixtures or procedures not listed above to control the mixture during Hot or Cold weather, for pumping, long hauls, or other special applications, unless restricted in writing by the client. Concrete requiring high /early strengths (up to 48 hours) during cool or cold weather may require the use of hot water and /or non - chloride accelerator to achieve desired results. The compressive strength cylinders MUST be protected and cured per ASTM C -31 which states, "Immediately after molding and finishing, the specimens shall be stored for a period up to 48 hours in a temperature range of 60 and 80 degrees F and in an environment preventing moisture loss from these specimens." In accordance with ASTM C -94, please copy our office with all test results obtained on this concrete by independent testina laboratories. COMMENTS: �.n I Janet Kinard Quality Services Office Manager 1992 - 2010 Digital Site Systems, Inc. Quadrel iService SM Date: 7/12/2010 Mix Name: 9351 STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12" Strengths No. Of Avg Avg Avg 3 Avg 7 Avg 28 Avg Acc Accept Std Tests Slump Air Day Day Day Age Age Dev 30 4.57 4.50 2860 4000 5000 5000 28 430 ACI318 Req'd 4170 DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Date Slump Air Strengths Acc Acc Age 3 Day 7 Day 28 Day Acc Age Age Run Avg 3 9/9/2009 5.00 4.90 3000 3450 4500 4500 28 9/9/2009 5.00 4.80 3060 3760 4500 4500 28 11/11/2009 3.00 4.30 3980 5080 5080 28 4690 11/17/2009 4.00 4.20 2890 3980 5240 5240 28 4940 11/17/2009 4.50 4.20 2480 4430 5230 5230 28 5180 11/19/2009 4.50 5.30 4330 4890 4890 28 5120 1/18/2010 3.50 6.00 3920 4790 4790 28 4970 1/18/2010 4.00 6.00 4570 5480 5480 28 5050 2/3/2010 5.00 3.00 4000 5290 5290 28 5190 3/3/2010 3.00 4320 5520 5520 28 5430 3/3/2010 6.00 3570 4970 4970 28 5260 3/4/2010 5.00 4.00 3090 4640 4640 28 5040 3/5/2010 5.00 4.00 4020 4850 4850 28 4820 3/6/2010 4.00 5.10 4080 5380 5380 28 4950 3/6/2010 3.75 5.50 4310 5620 5620 28 5280 3/6/2010 2.50 4.30 4000 5440 5440 28 5480 3/12/2010 6.50 5.00 3460 4120 4120 28 5060 3/12/2010 4060 4890 4890 28 4810 3/12/2010 4.75 5.40 4550 4640 4640 28 4550 3/18/2010 6.00 5.20 3200 4580 4580 28 4700 3/18/2010 4.50 4.80 3210 4520 4520 28 4580 3/23/2010 5.00 6.00 4050 4720 4720 28 4610 4/1/2010 2.50 4230 5200 5200 28 4810 4/1/2010 5.00 4.50 4250 4910 4910 28 4940 4/9/2010 4.50 2.50 4020 5090 5090 28 5070 4/16/2010 6.50 2.00 3340 4340 4340 28 4780 5/5/2010 4.50 4.00 4450 5620 5620 28 5020 5/6/2010 6.00 4.00 3850 4640 4640 28 4870 5/13/2010 4.00 5.00 5070 6020 6020 28 5430 5/24/2010 5.00 3.00 4560 5360 5360 28 5340 Units : US 1992 - 2010 Digital Site Systems, Inc. Quadrel iService SM Southern Star Concrete, Inc. Telephone: (214) 651 -8020 240 Singleton Blvd. Fax: (214) 651 -1810 Dallas, Texas 75212 Soulhe CONCRErErINC Submittal No. 8120 Date Issued: 7/12/2010 Customer: North Texas Bomanite Project: Bethel Road - Coppell, Texas Mix Code: 9375 Description Mfg. Source Mix Code must be used when ordering concrete. Tradename ASTM Spec. Gravity oz /cwt Weight (I b) Type 1 -11 Midlothian Ashgrove C - 150 3.15 611 1 " Hanson Aggregates #57 Hanson (Limestone) C - 33 2.68 1,840 Natural Sand Trinity Cottonwood Trinity Cottonwood C - 33 2.62 1,210 City City Water C - 94 1.00 267 Air Entrainer BASF MB AE 90 C -260 1.01 0.54 Type A Water Reducer BASF Pozzolith 80 C -494 1.20 3.37 Specified F'c : Specified Slump Specified Air: 4,500 psi @ 28 days 4.00 +/- 1.00 in. 4.50 +/- 1.50 % Designed Unit Weight: 145.5 Designed W/C Ratio: 0.44 Designed Volume: 27.00 lbs. /cu.ft. cu.ft. TOTAL 3,928 NOTES: Southern Star Concrete, Inc. has no knowledge or authority regarding where this mix is to be placed; therefore, it is the responsibility of the project architect, engineer, and /or contractor to ensure that the above designed mix parameters of compressive strength, water -to- cement ratio, cement content, and air content are appropriate for the anticipated environmental conditions (ie. ACI -318 sections 4.1 -4.3, and local Building Codes). Customer assumes total responsibility for concrete placement, finishing, initial and final curing, placement of joints at proper spacing, and any aesthetic concerns /issues (such as cracks, discoloration, etc.) that may arise in the plastic and hardened state. Customer assumes responsibility for any performances issues (strength, aesthetic, durability, air entrainment etc.) as a result of water added to concrete at the project site that exceeds the w /c +p. Designed mix cementitious content, is stated as a minimum, and Southern Star Concrete, Inc. reserves the right to increase cementitious content. Chemical admixtures are added in accordance with the manufacturer's recommendations. Southern Star Concrete, Inc. reserves the right to adjust these dosages to meet the changes in jobsite demands. Southern Star Concrete, Inc. may use admixtures or procedures not listed above to control the mixture during Hot or Cold weather, for pumping, long hauls, or other special applications, unless restricted in writing by the client. Concrete requiring high /early strengths (up to 48 hours) during cool or cold weather may require the use of hot water and /or non - chloride accelerator to achieve desired results. The compressive strength cylinders MUST be protected and cured per ASTM C -31 which states, "Immediately after molding and finishing, the specimens shall be stored for a period up to 48 hours in a temperature range of 60 and 80 degrees F and in an environment preventing moisture loss from these specimens." In accordance with ASTM C -94, please copy our office with all test results obtained on this concrete by independent testina laboratories. COMMENTS: �.n I Janet Kinard Quality Services Office Manager 1992 - 2010 Digital Site Systems, Inc. Quadrel iService SM Date: 7/12/2010 Mix Name: 9375 STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12" Strengths No. Of Avg Avg Avg 3 Avg 7 Avg 28 Avg Acc Accept Std Tests Slump Air Day Day Day Age Age Dev 30 4.73 5.10 3320 4430 5480 5480 28 580 ACI318 Req'd 5360 DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Date Slump Air Strengths Acc Acc Age 3 Day 7 Day 28 Day Acc Age Age Run Avg 3 3/30/2010 4.50 4.00 4570 6190 6190 28 4/6/2010 4.00 5.10 4020 5150 5150 28 4/6/2010 4.50 5.30 4560 5800 5800 28 5710 4/6/2010 4.50 5.70 4350 5340 5340 28 5430 4/8/2010 6.00 6.00 4020 5530 5530 28 5560 4/8/2010 6.50 6.00 4640 5480 5480 28 5450 4/8/2010 6.00 6.00 4160 5160 5160 28 5390 4/8/2010 6.00 5.00 3870 5280 5280 28 5300 4/8/2010 6.00 5.00 4220 5500 5500 28 5310 4/8/2010 5.00 5.00 4760 5450 5450 28 5410 4/9/2010 5.25 5.30 4120 5280 5280 28 5410 4/14/2010 3.25 4.20 3520 4330 4330 28 5020 4/20/2010 5.00 5.00 3550 4590 4590 28 4730 4/22/2010 4.00 6.00 4400 5620 5620 28 4850 4/27/2010 4.50 5.90 4690 6040 6040 28 5420 4/27/2010 4.75 5.70 4910 6190 6190 28 5950 4/28/2010 5.00 5.40 4240 4870 4870 28 5700 4/28/2010 5.00 5.10 4250 4850 4850 28 5300 4/28/2010 5.00 5.30 4310 4920 4920 28 4880 4/28/2010 3.25 4.40 5260 6170 6170 28 5310 4/29/2010 5.00 2.70 4800 5400 5400 28 5490 4/30/2010 4.75 4.80 5660 6610 6610 28 6060 4/30/2010 5.00 6.00 4810 5840 5840 28 5950 4/30/2010 5.00 4.90 4660 6010 6010 28 6150 5/5/2010 4.00 4.50 5020 6350 6350 28 6070 5/11/2010 5.25 6.00 3320 4560 5400 5400 28 5920 5/17/2010 4.25 5.30 4920 6200 6200 28 5980 5/19/2010 3.50 4.00 4280 5240 5240 28 5610 5/20/2010 4.00 5.50 4070 4940 4940 28 5460 5/21/2010 3.00 4.00 3800 4570 4570 28 4920 Units : US 1992 - 2010 Digital Site Systems, Inc. Quadrel iService SM IN EM Ono man Hanson HEIDELSERGCEMENTGroup Hanson Aggregates Southwest Region Technical Services Lab 1000 N. MacArthur Blvd. Grand Prairie, TX 75050 Tel. 972- 260 -3646 Fax. 972- 260 -3655 www.hansonp MATERIALS EVALUATION Coarse Aggregates Source: Hanson @ Bridgeport (Perch -Hill) Plant #777 Type: ASTM #57 (1" - #4) Crushed Lime Stone Lab NO: TS- Weekly -10 Date: Received 05 -01 -10 Technical Services Report: 2010 -8 Date: 05 -28- 10 ASTM METHOD TEST DESCRIPTION TEST RESULTS ASTM C -33 Specification C -136 2" Sieve 100 % Passing -- - - - - -- C -136 1 -1/2" Sieve 100 % Passing 100 C -136 I" Sieve 97 % Passing 95 -100 C -136 314" Sieve 82 % Passing -- - - - - -- C -136 1/2" Sieve 44 %Passing 25 -60 C -136 3/8" Sieve 31 % Passing - - - - - -- C -136 #4 Sieve 8 % Passing 0 -10 C -136 #8 Sieve 2 % Passing 0 -5 C -136 #16 Sieve I % Passing -- - - - - -- C -117 Decant (- #200 Sieve Washed) C -127 Bulk Specific Gravity, SSD C -127 Absorption, C-29 Unit Weight (Dry Rodded), C -29 Unit Weight (Dry Loose), C -29 Voids Content (Dry Rodded), C -131 L.A. Abrasion, C -1260 Potential Alkali Reactivity of Aggregates, C -88 Soundness by Sodium Sulfate (5 cycles), .............. C -88 Soundness by Magnesium Sulfate (5 cycles), ............... C -123 Light Weight Pieces, C -142 Clay Lumps and Friable Particles, C -25 Calcium Carbonate EQV, C -25 Acid insoluble Residue, Note. Optimized 1.34 % Passing 1.5% Max. 2.662 0.9 % 104.8 Lbs /Cu.Ft. 94.9 LbsICti.Ft. 36.9 % 26.5 % Loss 50% Max. 0.03 % Exp. 0.1 %o Max 2.50 % Loss 12% Max. 2.80 % Loss 18% Max. 0.01 % 0.5% 0.01 % 3.0 %�F TE)(A,, x�� ,......,...,,, ft 96.0 % %• i ' "', i': 4.0 % P 1 ► or e• _5 Vartan Babakhanian, P.E. 4 � O L $ ...�,lt Technical Services Lab Manager <'�ed•,+�» Our letters, analysis and reports are for Ilse exclusive use of the client to whom They are addressed, apply only to the snuiples tested andY or inspected and are not necessarily indicative of the rluatities of apparently identical or similar products. This report shall not he reproduced except in full and w ith the mritten approval of HANSON PLC. 4 A RG Fine Aggregate Sieve Analysis Trinity Materials - Cottonwood - Rosser, TX, Blended at 50% with Hanson Aggregates - Bridgeport ASTM C33 Sand Percent Passing Sieves, Compared to Specification I: \QualityServices\ Testing &Results\ Aggregates\ FineAgg\ FineAggregateDatablendtest .xlsGraph blend 6/25/2010 90 80 70 60 pi 50 a 40 3 30 U 20 10 0 3/8" # 4 # 8 # 16 # 30 # 50 # 100 # 200 F.M. S.E. Maximum Spec. 100 100 100 85 60 30 10 3.0 3.10 100 Minimum Spec. 100 95 80 50 25 5 0 0.0 2.40 80 —X— Average Value ( %): 100 99 84 70 55 17 1 0.3 2.74 91 8 Blend Sand 100 99.4 83.1 61.7 42.4 15.1 3.8 1.2 2.94 89.2 Percent Passing Sieves, Compared to Specification I: \QualityServices\ Testing &Results\ Aggregates\ FineAgg\ FineAggregateDatablendtest .xlsGraph blend 6/25/2010 ASH GROVE TEXAS L.P. ASH GRO 900 Gifco Road Post Office Box 520 Midlothian, Texas 76065 Cement Type: 1/11 Production Period: June 1, 2010 -June 30, 2010 Phone: 972- 723 -2301 Fax: 972 - 534 -1231 Date: 7/712010 STANDARD REQUIREMENTS ASTM C150 CO2 ( %) CHEMICAL 1.00 Limestone (%) per ASTM Spec. Test Item Limit Result Si0 (%) A 20.35 Al (%) 6.0 max 4.78 Fe (%) 6.0 max 3.40 CaO ( %) A 64.95 MgO ( %) 6.0 max 0.98 S0 %) 3.0 max 2.65 Loss on ignition ( %) 3.0 max 1.51 Na ( %) A Hidron K ( %) A Insoluble Residue ( %) 0.75 max 0.46 CO2 ( %) A 1.00 Limestone (%) per ASTM 5.0 max 2.5 Limestone (%) per TXDOT 5.00 max. 2.5 Limestone ( %) per AHTD 5.00% max. 2.5 CaCO3 in limestone ( %) 70 min 89 Potential compounds (%) Min: C A 64 C A 10 C 8 max 6.8 C F A C +2(C A C + 4.75C 100 max 96 PHYSICAL Min: 1 Day Spec. 3 Days Item Limit Test Result Air content of mortar (volume %) 12 max 7.5 Fineness (cm /g) (Vicat) (Air permeability) 2800 min 3657 Autoclave expansion ( %) 0.80 max 0.02 Compressive strength (psi) Min: 1 Day A 2266 3 Days 1740 4052 7 Days 2760 5103 28 Days A Time of setting (minutes) A 373 (Vicat) Initial Not less 76 C = Test results for this period not available. than 45 Final Not more 189 than 375 OPTIONAL REQUIREMENTS ASTM C150 Tables 2 and 4 CHEMICAL PHYSICAL Spec. Test Spec. Item Limit Result Item Limit Test Result C + C ( %) A False set (%) A A Equivalent alkalies ( %) 0.60 0.54 Heat of hydration (kJ /kg) Equivalent alkalies 95% 0.44 min., 0.60 max. 7 days A 373 A -- No! applicab/e.B = Limit not specified by purchaser, test result provided for Heat of hydration (kJ /kg) information only. 28 Days A A C = Test results for this period not available. We certify that the above described cement, at the time of shipment, meets the chemical and physical requirement of the ASTM C150 -07 and AASHTO M85. The above describ_edd ccement,at the time of shipment,is approved under NSF /ANSI Standard 61 for Portland Cement :uv '14 CAN U Sign atur ' o`rRY�`\SSS\�..ssa ;, put'tic Todd O. Title: Quality Control Manager Hidron 7T Ep t/ a. , rnrr, LX )CPC's 06-30-2012 �s.w. via^. r..wr...w.,s.we�- rM..w•�/wa'r D ■BASF The Chemical Company Description B_AETM 90 MB -AE 90 air - entraining admixture is for use in Air-Entraining Admixture concrete mixtures. It meets the requirements of ASTM C 260, Features AASHTO M 154 and CRD -C 13. 1 Ready -to -use in the proper concentration for rapid, accurate dispensing Applications Benefits Recommended for use in: • Concrete exposed to — Improved resistance to damage from cyclic freezing and thawing cyclic freezing and ■ Improved resistance to scaling from deicing salts thawing ■ Improved plasticity and workability • Production of high - quality ■ Reduced permeability - increased watertightness normal or lightweight ■ Reduced segregation and bleeding concrete (heavyweight concrete normally does not Performance Characteristics contain entrained air) Concrete durability research has established that the best protection for concrete from the adverse effects of freezing and thawing cycles and deicing salts results from: proper air content in the hardened concrete, a suitable air -void system in terms of bubble size and spacing, and adequate concrete strength, assuming the use of sound aggregates and proper mixing, transporting, placing, consolidation, finishing and curing techniques. MB -AE 90 admixture can be used to obtain adequate freeze -thaw durability in a properly proportioned concrete mixture, if standard industry practices are followed. Air Content Determination: The total air content of normal weight concrete should be measured in strict accordance with ASTM C 231, "Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method" or ASTM C 173/C 173M, "Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method." The air content of lightweight concrete should only be determined using the Volumetric Method. The air content should be verified by calculating the gravimetric air content in accordance with ASTM C 138/C 138M, "Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete." If the total air content, as measured by the Pressure Method or Volumetric Method and as verified by the Gravimetric Method, deviates by more than 1 -1/2 %, the cause should be determined and corrected through equipment calibration or by whatever process is deemed necessary. Guidelines for Use Dosage: There is no standard dosage for MB -AE 90 admixture. The exact quantity of air - entraining admixture needed for a given air content of concrete varies because of differences in concrete - making materials and ambient conditions. Typical factors that might influence the amount of air entrained include: temperature, cementitious materials, sand gradation, sand - aggregate ratio, mixture proportions, slump, means of conveying and placement, consolidation and finishing technique. Master Builders Product Data: MB -AE T"" 90 The amount of MB -AE 90 admixture used will depend upon the amount of entrained air required under actual job conditions. In a trial mixture, use 1/4 to 4 fl oz/cwt (16 -260 mL/100 kg) of cementitious material. Measure the air content of the trial mixture, and, if needed, either increase or decrease the quantity of MB -AE 90 admixture to obtain the desired air content. In mixtures containing water - reducing or set - control admixtures, the amount of MB -AE 90 admixture needed may be somewhat less than the amount required in plain concrete. Due to possible changes in the factors that can affect the dosage of MB -AE 90 admixture, frequent air content checks should be made during the course of the work. Adjustments to the dosage should be based on the amount of entrained air required in the mixture at the point of placement. If an unusually high or low dosage of MB -AE 90 admixture is required to obtain the desired air content, consult your BASF Construction Chemicals representative. In such cases, it may be necessary to determine that, in addition to a proper air content in the fresh concrete, a suitable air -void system is achieved in the hardened concrete. Dispensing and Mixing: Add MB -AE 90 admixture to the concrete mixture using a dispenser designed for air - entraining admixtures, or add manually using a suitable measuring device that ensures accuracy within plus or minus 3% of the required amount. For optimum, consistent performance, the air - entraining admixture should be dispensed on damp, fine aggregate. If the concrete mixture contains fine lightweight aggregate, field evaluations should be conducted to determine the best method to dispense the air - entraining admixture. Product Notes Corrosivity - Non - Chloride, Non - Corrosive: MB -AE 90 admixture will neither initiate nor promote corrosion of reinforcing and prestressing steel embedded in concrete, or of galvanized floor and roof systems. No calcium chloride or other chloride -based ingredients are used in the manufacture of this admixture. Compatibility: MB -AE 90 admixture may be used in combination with any BASF Construction Chemicals admixture, unless stated otherwise on the data sheet for the other product. When used in conjunction with other admixtures, each admixture must be dispensed separately into the concrete mixture. Storage and Handling Storage Temperature: MB -AE 90 admixture should be stored and dispensed at 31 °F ( -0.5 °C) or higher. Although freezing does not harm this product, precautions should be taken to protect it from freezing. If MB -AE 90 admixture freezes, thaw at 35 °F (2 °C) or above and completely reconstitute by mild mechanical agitation. Do not use pressurized air for agitation. Shelf Life: MB -AE 90 admixture has a minimum shelf life of 18 months. Depending on storage conditions, the shelf life may be greater than stated. Please contact your BASF Construction Chemicals representative regarding suitability for use and dosage recommendations if the shelf life of MB- AE 90 admixture has been exceeded. Safety: Chemical goggles and gloves are recommended when transferring or handling this material. Precaution In a 2005 publication from the Portland Cement Association (PCA R &D Serial No. 2789), it was reported that problematic air -void clustering that can potentially lead to above normal decreases in strength was found to coincide with late additions of water to air - entrained concretes. Late additions of water include the conventional practice of holding back water during batching for addition at the jobsite. Therefore, caution should be exercised with delayed additions of water to air - entrained concrete. Furthermore, an air content check should be performed after any post - batching addition to an air- entrained concrete mixture. Packaging MB -AE 90 admixture is supplied in 55 gal (208 L) drums, 275 gal (1040 L) totes and by bulk delivery. Related Documents Material Safety Data Sheets: MB -AE 90 admixture. Additional Information For additional information on MB -AE 90 admixture, or its use in developing a concrete mixture with special peformance characteristics, contact your BASF Construction Chemicals representative. The Admixture Systems business of BASF Construction Chemicals is a leading provider of innovative additives for specialty concrete used in the ready mix, precast, manufactured concrete products, underground construction and paving markets throughout the NAFTA region. The Company's respected Master Builders brand products are used to improve the placing, pumping, finishing, appearance and performance characteristics of concrete. BASF Construction Chemicals, LLC Admixture Systems www.masterbuilders.com Master ONSF United States 23700 Chagrin Boulevard, Cleveland, Ohio 44122 -5544 ■ Tel: 800 628 -9990 IN Fax: 216 839 -8821 Canada 1800 Clark Boulevard, Brampton, Ontario L6T 4M7 ■ Tel: 800 387 -5862 ■ Fax: 905 792 -0651 Builders T'"BASF Construction Chemicals, LLC X81 © BASF Construction Chemicals, LLC 2007 IN Printed in USA ■ 03/07 ■ LIT # 1017027 D ■BASF The Chemical Company Description POZZOLITH° 80 Pozzolith 80 ready -to -use, liquid admixture is used for Water-Reducing Admixture making more uniform and predictable quality concrete. Features Pozzolith 80 admixture • Reduced water content required for a given workability meets ASTM C 494/C 494M requirements for Type A, water- • Controlled setting characteristics - normal or retarded reducing, Type B, retarding, and Benefits Type D, retarding and water- reducing, admixtures. • Increased compressive and flexural strength • Improved workability Applications • Reduced segregation Recommended for use in: • Flexibility in the scheduling of placing and finishing operations • Prestressed concrete • Offsets effects of early stiffening during extended delays between mixing and placing • Precast concrete • Helps eliminate cold joints • Reinforced concrete • Dead -load deflection can take place (before concrete sets) in extended pours for • Shotcrete bridge decks, cantilevers, nonshored structural elements, etc. • Lightweight concrete • Peak temperature and /or rate of temperature rise lowered in mass concrete thereby • Pumped concrete reducing thermal cracking • 4x4 TM Concrete Performance Characteristics • Pervious Concrete • Rheodyna Self- Rate of Hardening: The temperature of the concrete mixture and the ambient ng temperature affect the hardening rate of concrete. At higher temperatures, concrete Consolidating Concrete stiffens more rapidly which may cause problems with placing and finishing. The dosage (SCC) range of Pozzolith 80 admixture can be varied to provide the desired setting characteristics. Guidelines for Use Dosage: Depending on the setting characteristics desired, Pozzolith 80 admixture is recommended for use within the dosage range of 3 -10 fl oz/cwt (195 -650 mL/100 kg) of cementitious materials for most concrete mixtures using average concrete ingredients. Because of variations in job conditions and concrete materials, dosages other than the recommended amounts may be required. In such cases, contact your BASF Construction Chemicals representative. Master Builders Product Data: POZZOLITH 80 Product Notes Corrosivity — Non - Chloride, Non - Corrosive: Pozzolith 80 admixture will neither initiate nor promote corrosion of reinforcing steel in concrete. This admixture does not contain intentionally -added calcium chloride or other chloride -based ingredients. Compatibility. Pozzolith 80 admixture may be used in combination with any BASF Construction Chemicals admixtures. When used in conjunction with other admixtures, each admixture must be dispensed separately into the mix. Storage and Handling Storage Temperature: If Pozzolith 80 admixture freezes, thaw at 35 °F (2 °C) or above and completely reconstitute by mild mechanical agitation. Do not use pressurized air for agitation. Shelf Life: Pozzolith 80 admixture has a minimum shelf life of 18 months. Depending on storage conditions, the shelf life may be greater than stated. Please contact your BASF Construction Chemicals representative regarding suitability for use and dosage recommendations if the shelf life of Pozzolith 80 admixture has been exceeded. Packaging Pozzolith 80 admixture is supplied in 55 gal (208 L) drums, 275 gal (1040 L) totes and by bulk delivery. Related Documents Material Safety Data Sheets: Pozzolith 80 admixture. Additional Information For additional information on Pozzolith 80 admixture or its use in developing a concrete mix with special performance characteristics, contact your BASF Construction Chemicals representative. The Admixture Systems business of BASF Construction Chemicals is a leading provider of innovative additives for specialty concrete used in the ready mix, precast, manufactured concrete products, underground construction and paving markets throughout the NAFTA region. The Company's respected Master Builders brand products are used to improve the placing, pumping, finishing, appearance and performance characteristics of concrete. BASF Construction Chemicals, LLC Admixture Systems www.masterbuilders.com United States 23700 Chagrin Boulevard, Cleveland, Ohio 44122 -5544. Tel: 800 628 -9990 • Fax: 216 839 -8821 Canada 1800 Clark Boulevard, Brampton, Ontario L6T 4M7 Tel: 800 387 -5862 ® Fax: 905 792 -0651 ® Construction Research & Technology GMBH © BASF Construction Chemicals, LLC 2007 Printed in USA • 09/08 • LIT # 1017032 Master Builders D ■BASF The Chemical Company Description POZZOLITH® 300 R Pozzolith 300 Rready -to -use, liquid admixture is used for het retarding Admixture making more uniform and m predictable high - performance Features concrete while retarding its setting time to facilitate placing ■ Reduced water content required for a given workability and finishing operations. ■ Retarded setting characteristics It meets ASTM C 494/C ■ Improved workability 494M requirements for Type ■ Reduced segregation B, retarding, and Type D, 0 Superior finishing characteristics for flatwork and cast surfaces water - reducing and retarding, admixtures. ■ Moderate to extended retardation — depending on the dosage rate ■ Dead -load deflection can take place (before concrete sets) in extended pours for Applications bridge decks, cantilevers, nonshored structural elements, etc. Recommended for use in: Benefits • Prestressed concrete • Precast concrete ■ Flexibility in the scheduling of placing and finishing operations • Reinforced concrete 0 Offsets the effects of early hardening during extended delays between mixing and placing • Shotcrete ■ Helps eliminate cold joints • Lightweight or normal 0 Peak temperature and /or rate of temperature rise in mass concrete lowered thereby weight concrete reducing thermal cracking • Pumped concrete Increased compressive and flexural strength • 4x4 TM Concrete • Pervious Concrete Performance Characteristics • Rheodynamic® Self- Concrete produced with Pozzolith 300 R admixture will have rapid strength development Consolidating Concrete after initial set occurs. It develops higher early (24 -hour) and ultimate strengths than plain (SCC) concrete when used within the recommended dosage range, under normal, comparable curing conditions. When Pozzolith 300 R admixture is used in heat -cured concrete, the length of the preheating period should be increased until initial set of the concrete is achieved. The actual heat - curing period is then reduced accordingly to maintain existing production cycles without sacrificing early or ultimate strengths. Rate of Hardening: The temperature of the concrete mixture and the ambient temperature (forms, earth, reinforcement, air, etc.) affect the hardening rate of concrete. At higher temperatures, concrete hardens more rapidly which may cause problems with placing and finishing. Pozzolith 300 R admixture retards the set of concrete. Within the normal dosage range, it will generally extend the working and setting times of concrete containing normal portland cement approximately 1 hour to 5 hours compared to that of a plain concrete mixture, depending on job materials and temperatures. Trial mixtures should be made with job materials approximating job conditions to determine the dosage required. Master Builders Product Data: POZZOLITH® 300 R Guidelines for Use Dosage: Pozzolith 300 R admixture is recommended for use at a dosage of 4 ± 1 fl oz/cwt (260 ± 65 mUl 00 kg) of cementitious materials for most concrete mixtures using typical concrete ingredients. Because of variations in job conditions and concrete materials, dosages other than the recommended amounts may be required. In such cases, contact your BASF Construction Chemicals representative. Product Notes Corrosivity - Non - Chloride, Non - Corrosive: Pozzolith 300 R admixture will neither initiate nor promote corrosion of reinforcing steel in concrete. This admixture does not contain intentionally -added calcium chloride or other chloride -based ingredients. Compatibility. Pozzolith 300 R admixture may be used in combination with any BASF Construction Chemicals admixtures. When used in conjunction with other admixtures, each admixture must be dispensed separately into the mix. Storage and Handling Packaging Pozzolith 300 R admixture is supplied in 55 gal (208 L) drums, 275 gal (1040 L) totes and by bulk delivery. Related Documents Material Safety Data Sheets: Pozzolith 300 R admixture. Additional Information For additional information on Pozzolith 300 R admixture or its use in developing a concrete mixture with special performance characteristics, contact your BASF Construction Chemicals representative. The Admixture Systems business of BASF Construction Chemicals is a leading provider of innovative additives for specialty concrete used in the ready mix, precast, manufactured concrete products, underground construction and paving markets throughout the NAFTA region. The Company's respected Master Builders brand products are used to improve the placing, pumping, finishing, appearance and performance characteristics of concrete. Storage Temperature: If Pozzolith 300 R admixture freezes, thaw at 35 °F (2 °C) or above and completely reconstitute by mild mechanical agitation. Do not use pressurized air for agitation. Shelf Life: Pozzolith 300 R admixture has a minimum shelf life of 18 months. Depending on storage conditions, the shelf life may be greater than stated. Please contact your BASF Construction Chemicals representative regarding suitability for use and dosage recommendations if the shelf life of Pozzolith 30OR admixture has been exceeded. BASF Construction Chemicals, LLC Admixture Systems www.masterbuilders.com Master United States 23700 Chagrin Boulevard, Cleveland, Ohio 44122 -5544 ■ Tel: 800 628 -9990 IN Fax: 216 839 -8821 Canada 1800 Clark Boulevard, Brampton, Ontario L6T 4M7 ■ Tel: 800 387 -5862 ■ Fax: 905 792 -0651 Builders ® Construction Research & Technology GMBH © BASF Construction Chemicals, LLC 2007 ■ Printed in USA ■ 03/07 ■ LIT # 1016970 moo 0 romm E The Paving Innovators INTEGRAL COLOR Technical Bulletin Bomanite Integral Colors consist of colored admixtures and are developed for use in ready -mixed concrete. The product is made of the highest quality pigments, as well as other ingredients designed to enhance the color and improve the pigment dispersion, workability and finishing performance of the concrete. No fillers are used in Bomanite Integral Colors. This coloring method can be used with the installation of Bomanite and Bomacron cast-in-place colored, textured and imprinted concrete paving and flooring. This method can also be utilized for other colored concrete flatwork applications (salt finishes, broom finishes, rotary finishes), as well as vertical surfaces and other types of architectural concrete. When mixing, four to five inch concrete slumps are recommended. Higher slumps should be achieved by using water reducing or plasticizing admixtures, NOT by adding water. The addition of extra water to the mix will affect the uniformity of the color. Uneven curing and /or rapid drying of the concrete will also affect the uniformity of the color. The use of Bomanite Color Cure is recommended. FEATURES AND BENEFITS: • HIGH PIGMENT QUALITY RESISTS FADING • IMPROVED WORKABILITY DISINTEGRATING BAGS • IMPROVED PIGMENT DISPERSION • EXCELLENT FOR COLORING VERTICAL SURFACES DOSAGE GUIDELINES: Standard One bag per cubic yard or meter Exception Certain colors and /or mix designs may require two bags per cubic yard or cubic meter PACKAGING: Disintegrating Bag One bag to each cubic yard or cubic meter. Weight varies depending on color and cement content. GENERAL INFORMATION: Colors 25 standard colors — Refer to Bomanite Integral Color Chart for color selections and names. Custom colors available upon request (minimum 1,000 sq. ft.). Resistance to UV Light Excellent Suggested Sealers Bomaseal 1 -18 or 1 -27 Bomanite Hydroseal Bomanite Hydrocoat Bomanite VOC or VOC II Bomanite Color Cure or Bomanite Clear Cure (for use on untextured concrete only) Maintenance It is highly recommended to develop and follow a routine maintenance schedule for all colored concrete so that it will maintain a top quality appearance. Every 18 to 36 months, colored concrete installations should be inspected, cleaned and resealed as required by volume and intensity of traffic. Contact your local Bomanite contractor for the proper maintenance program in your area, as the need for maintenance will vary depending on a number of factors including traffic conditions, geographical location and weather. Limitations Variations can be expected due to job site conditions, finishing techniques, use of sealers and slight raw material color drifts. Consistency of color of cement and aggregates as well as the content of the concrete mix design is critical in achieving uniform color from batch to batch. Integrally colored concrete is limited to lighter, more pastel colors and is not as brilliant as color hardened surfaces. Do not use with concrete mixes containing calcium chloride. Color matching is done using light gray cement from California based manufacture. Caution Keep out of the reach of children. See Material Safety Data Sheet for complete information. Available Sales Aids Bomanite Integral Color Chart Bomanite Integral Color Chip Box Set Bomanite Integral Color Chip Board Contact your local Bomanite licensee to request Bomanite Integral Color sales aids to assist you in the design process Warranty Bomanite Integral Color, a proprietary product, is warranted to be of uniform quality within manufacturing tolerances. Since control is not exercised over its use, no warranty, expressed or implied, is made as to the effects of such use. Seller and manufacturer obligations under this warranty shall be limited to refunding the purchase price of that portion of the material proven to be defective. The user assumes all other risks and liabilities resulting from use of this product. If you have any questions, please contact Bomanite Corporation. SPECIFICATIONS: 1.00 GENERAL 1.04 Related Work (to be completed by a licensed Bomanite contractor except where noted) a. Preparation work, including sub -grade preparation, finish grading, constructing formwork, placing and setting screeds, and furnishing and placement of reinforcement shall be done by a licensed Bomanite contractor or other qualified contractor. b. Provide all Bomanite Integral Color. c. Provide, place and finish all concrete in accordance with specifications. 2.00 PRODUCTS AND MATERIALS 2.01 Concrete Mix Design a. The concrete shall have a minimum compressive strength of 3,000 psi in non - freeze areas, 3,500 psi in moderate freeze -thaw areas and 4,000 psi in severe freeze -thaw areas. Portland cement shall conform to ASTM C 150 Type I, II, or V, depending on soil conditions. Aggregates shall conform to ASTM C 33. Mixing water shall be fresh, clean and potable. In freeze -thaw areas only, an air - entraining admixture complying to ASTM C 260 shall be used to achieve an entrained air content for the particular mix used in accordance with the published recommendations of the Portland Cement Association and the American Concrete Institute. No admixtures containing calcium chloride shall be permitted. 2.02 Coloring, Imprinting, Curing and Sealing Materials a. Bomanite Integral Color: The concrete shall be colored with the following Bomanite Integral Color(s): 3.00 EXECUTION 3.01 Installation Procedures a. The area to receive integrally- colored concrete shall have the sub -grade prepared as required as for any concrete slab on grade. b. The formwork shall be installed in accordance with the drawings. The slab thickness shall be consistent with that of ordinary concrete slabs under the same conditions. c. Provide reinforcement as specified. d. Control joints and /or expansion joints shall be provided in accordance with the drawings and the guidelines established by the American Concrete Institute. The contractor shall advise and work with the architect /engineer to determine the best location for these joints to minimize the visibility of the joints and to minimize unsightly cracking. e. The concrete shall be placed and screeded to the finished grade and floated to a uniform surface using standard finishing techniques. f. Apply the final finish in accordance with specifications. g. Apply a colored curing compound over the freshly finished concrete. FOR A COMPLETE GUIDELINE SPECIFICATION, CONTACT YOUR LOCAL BOMANITE LICENSEE. rpmag" Bomanite Corporation P.O. Box 599 Madera, CA 93639 PHONE: (559) 673 -2411 FAX: (559) 673 -8246 -wbomanite.co- ®Copyright 2003 Bomanite Corporation Bomanite- and Bornacron are sdemarks and servicenadc9 An the U.S. Patent Office and 'ther counvies. Printed In USA 25M303 Your authorized Bomanite licensee is: Your affordable, durable paving; solution 0 ® Integral Colors N N N Custom Colors Available Upon Request N E ' L N = U N y L O N OI (n Z to = O oa° U Eo 0 Of U U C d GJ w y � C ro O ZwU o ° c LU CO E Z Cl) o o BAY GREEN 5A COAL GRAY 4A THISTLE BROWN 46 APRICOT 4C RED CLAY 4D H O UUtl _ U ° a U C ro O � n O) O L C co d = L U U w C a @ a� a> a > 2 �Ec CV n O � w a o C U N Lnlo w Z ro '- o ? ; - GOLDENROD 4E PAPRIKA 4F MAIZE 4G SIENNA 3A GUNMETAL GRAY 3B I-O UL = Q Q C C +L C c U U 00 N M O ro rr O o .N� U c E m � c d � o � y N X O � O L GJ N G � � U O � N _ U TC � N G N � L O O C O O G 0 0 GRANOLA 3C CORNSTALK 3D MIST GREEN 3E CAMEL 2A SALMON 2B w U m L d Y f Q C N N ro O — 3 N U 3 U m c N c C � 12 o � a V O CO >. z �CD CD o �roz c ` H N � _ Q N w o °� N o :Y COOL MAUVE 2C SUNSET 2D LIGHT COPPER 1A SEAL GRAY 1B LIGHT MELON 1C w ro i° m o U) ^ n E > E `o X r d O O N C_ _ O U O � U ro Y U ro N O 3 O r Of O C U O U = � C6 w O L a E 5 = RHUBARB 1D BUCKSKIN 1E QUAIL GRAY IF SIERRA ROSE 1G CHAMOIS 1H Z ro N = BOMANITE CORPORATION P.O. Box 599, Madera, CA 93639 -0599 (559) 673 -2411 Fax: (559) 673 -8246 www.bomanite.com ® BOMANITE is a registered trademark and servicemark with the U.S. Patent Office and other countries. a Copyright BOMANITE Corporation 2007. Printed in U.S.A. 5/07 5M