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Sales Tax 09-SP100827
Southern Star Concrete, Inc. Office: (214) 651 -8020 240 Singleton Blvd. Fax: (214) 651 -1810 Dallas, Texas 75212 Southern Star CONCRETE,. INC. Submittal No. 8521 Date Issued: 8/27/2010 Contractor: RKM Utility Services Project: 2009 Street Reconstruction (South Heartz, Dobecka & Clear Creek) - 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 9339 5 SK 1 "LS,A/D, AIR (3000 psi) Sidewalks & Structures 772 6 SK 1 "LS, A/D, AIR (3600 psi) Machine Paving 77 23 6 SK 1 "LS,A /D,AIR (3600 psi) Hand 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 coot' our office with all test results obtained on this concrete by independent testing 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 Southern Star CDNCRETE.INC. Submittal No. 8521 Date Issued: 8/27/2010 Customer: RKM Utility Services Project: 2009 Street Reconstruction (South Heartz, Dobecka & Clear Creek) - Coppell, Texas Mix Code: 9339 Mix Code must be used when ordering concrete. Spec. Weight Description Mfg. Source Tradename ASTM Gravity oz/cwt (lb) Type I -II Midlothian Ashgrove C - 150 3.15 470 1 " Hanson Aggregates #57 Hanson (Limestone) C - 33 2..68 1,840 Natural Sand Trinity Cottonwood Trinity Cottonwood C - 33 2.62 1,366 City City Water C - 94 1.00 252 Air Entrainer BASF MB AE 90 C -260 1.01 0.56 Type A Water Reducer BASF Pozzolith 80 C -494 1.20 3.37 Specified F'c : 3,000 psi @ 28 days Designed Unit Weight: 145.5 lbs. /cu.ft. TOTAL 3,928 Specified Slump 4.00 +/- 1.00 in. Designed W/C Ratio: 0.54 Specified Air: 4.50 +/- 1.50 % Designed Volume: 27.00 cu.ft. 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 testing laboratories. COMMENTS: c ..� c'---"C:Z.„..... Janet Kinard Quality Services Office Manager 1992 - 2010 Digital Site Systems, Inc. Quadrel iService SM Date: 8/27/2010 h Southern Star CONCRETE,JNC, Mix Name: 9339 Units: US 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 4.18 4.10 3470 4400 4400 28 390 ACI318 Req'd 3530 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 6/1/2010 4.00 3.60 2830 4180 4180 28 6/2/2010 4.50 3.10 3120 4170 4170 28 6/2/2010 4.00 3.40 2780 3830 3830 28 4060 6/3/2010 4.25 4.20 2940 4100 4100 28 4030 6/4/2010 4.50 6.00 2710 3700 3700 28 3870 6/4/2010 3.00 3.70 3390 4500 4500 28 4100 6/7/2010 3.00 2.20 3840 5110 5110 28 4430 6/7/2010 3.00 4.00 3440 4360 4360 28 4650 6/8/2010 4.00 4.80 3580 4640 4640 28 4700 6/9/2010 4.00 3.70 3030 4100 4100 28 4360 6/9/2010 3.50 4.20 3820 4780 4780 28 4500 6/10/2010 4.00 3.90 3620 4400 4400 28 4420 6/10/2010 5.50 4.60 3260 4170 4170 28 4450 6/10/2010 4.00 4.30 3450 4940 4940 28 4500 6/14/2010 2.75 2.80 3610 5120 5120 28 4740 6/14/2010 3.50 3.00 3780 4690 4690 28 4920 6/15/2010 3.75 3.90 3490 4550 4550 28 4790 6/16/2010 4.25 3.00 3330 4460 4460 28 4570 6/17/2010 5.00 3.30 3100 4010 4010 28 4340 7/6/2010 4.00 5.20 4360 4960 4960 28 4480 7/6/2010 5.00 4.60 4200 4360 4360 28 4440 7/6/2010 4.50 4.80 4400 4590 4590 28 4630 7/6/2010 4.00 4.90 4450 4840 4840 28 4590 7/13/2010 4.00 5.10 3100 4120 4120 28 4510 7/13/2010 5.00 4.40 3750 4510 4510 28 4490 7/13/2010 4.50 4.80 3220 4050 4050 28 4230 7/13/2010 4.75 4.80 3710 4770 4770 28 4440 7/13/2010 5.00 5.50 2900 3660 3660 28 4160 7/13/2010 5.00 3.50 3670 4340 4340 28 4250 7/13/2010 5.00 3.80 3360 4190 4190 28 4060 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 Southern Star CONCRETE, INC. Submittal No. 8521 Date Issued: 8/27/2010 Customer: RKM Utility Services Project: 2009 Street Reconstruction (South Heartz, Dobecka & Clear Creek) - Coppell, Texas Mix Code: 7725 Mix Code must be used when ordering concrete. Spec. Weight Description Mfg. Source Tradename ASTM Gravity oz/cwt (lb) Type I -11 Midlothian Ashgrove C - 150 3.15 564 1 " Hanson Aggregates #57 Hanson (Limestone) . C - 33 2.68 1,950 Natural Sand Trinity Cottonwood Trinity Cottonwood C - 33 2.62 1,196 City City Water C - 94 1.00 246 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 : 3,600 psi @ 28 days Designed Unit Weight: 146.5 lbs. /cu.ft. TOTAL 3,956 Specified Slump 2.00 +/- 1.00 in. Designed W/C Ratio: 0.44 Specified Air: 4.50 +/- 1.50 % Designed Volume: 27.00 cu.ft. 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 testing laboratories. COMMENTS: Janet Kinard Quality Services Office Manager 1992 - 2010 Digital Site Systems, Inc. Quadrel iService SM South ern Star Field Test Data Mix No. 7725 Basis for Selection CONCRETE, Mc Contractor: Various ACI 318, Section 5.3.2.1 1 Project: Various Design Strength: 3600 psi Standard Deviation: 404 Data Represents: 48 Tests Required Strength: 4141 Laboratory: Various Data Updated: 8/27/2010 Average Strength: 4740 H Conc. Unit 7 Dav Compressive 28 Dav Compressive Strength Data Date Slump Temp Air% Weight CyI. 1 CyI. 2 7 Day Avg. Cyl. 1 1 CyI. 2 SetAvg Avg. /3 Range St. Dev. I RunAvg 1 07/31/2009 3.50 90 4.0 141.2 3720 3720 5120 4830 4980 290 4980 2 07/31/2009 4.00 95 3.5 140.8 3700 3700 4780 4710 4750 70 163 4870 3 07/31/2009 4.00 92 3.7 140.4 3650 3650 4360 4350 4360 4700 10 313 4700 4 08/03/2009 3.75 96 3.8 146.4 4320 4320 5130 5310 5220 4780 180 366 4830 5 08/03/2009 3.00 95 3.4 146.3 4490 4490 5140 5170 5160 4910 30 350 4890 6 08/03/2009 3.00 95 3.0 146.9 3550 3550 5100 4890 5000 5130 210 316 4910 7 08/06/2009 4.75 82 3.9 143.8 3730 3730 4760 4650 4710 4960 110 298 4880 8 08/06/2009 3.50 95 4.1 145.2 3990 3990 4950 4930 4940 4880 20 277 4890 9 08/06/2009 3.50 95 3.0 144.4 4030 4030 4760 5060 4910 4850 300 259 4890 10 08/10/2009 4.00 95 4.2 146.0 3910 3910 5160 4980 5070 4970 180 251 4910 11 08/10/2009 4.00 98 4.4 145.6 3840 3840 5130 4470 4800 4930 660 240 4900 12 08/11/2009 3.75 96 3.0 147.2 3990 3990 4690 4490 4590 4820 200 246 4870 13 08/14/2009 3.50 94 3.3 146.8 3780 3780 4850 5110 4980 4790 260 237 4880 14 08/14/2009 3.00 96 3.2 146.4 3890 3890 5320 5130 5230 4930 190 246 4910 15 08/14/2009 3.50 99 3.7 146.8 3590 3590 4770 4890 4830 5010 120 238 4900 16 08/28/2009 4.50 90 4.2 140.0 3780 3780 4470 4590 4530 4860 120 248 4880 17 08/28/2009 4.50 91 4.3 140.0 4030 4030 4600 4610 4610 4660 10 249 4860 18 08/28/2009 4.00 90 4.4 140.0 4000 4000 4530 4640 4590 4580 110 250 4850 19 08/28/2009 4.50 92 4.8 140.0 3950 3950 4910 4550 4730 4640 360 244 4840 zo 08/28/2009 4.00 92 4.7 140.0 4060 4060 5100 5050 5080 4800 50 244 4850 21 09/08/2009 4.00 90 4.1 148.0 4350 4350 5730 5550 5640 5150 180 293 4890 22 09/08/2009 4.00 92 4.1 148.0 4530 4530 5760 5880 5820 5510 120 348 4930 23 09/29/2009 3.50 87 2.2 4230 4230 5080 4970 5030 5500 110 340 4940 24 09/29/2009 4.00 95 4.2 3770 3770 4270 4410 4340 5060 140 355 4910 25 09/29/2009 4.00 95 3.8 3800 3800 4310 4360 4340 4570 50 366 4890 26 09/30/2009 4.75 90 5.0 142.0 3900 3900 4310 4190 4250 4310 120 380 4870 27 09/30/2009 4.00 90 4.8 143.2 3520 3520 4180 4070 4130 4240 110 398 4840 28 10/01/2009 4.25 83 3.1 145.4 3470 3470 4140 4250 4200 4190 110 409 4820 29 10/01/2009 3.00 86 3.8 140.6 3550 3550 4450 4520 4490 4270 70 406 4800 30 10/07/2009 3.50 86 4.5 147.2 3830 3830 4850 5440 5150 4610 590 404 4820 31 10/07/2009 4.00 87 3.8 145.6 3610 3610 4760 4690 4730 4790 70 397 4810 32 10/30/2009 4.00 79 2.7 148.0 3920 3920 5360 5350 5360 5080 10 403 4830 33 10/30/2009 4.50 82 3.0 149.6 3730 3730 5200 4640 4920 5000 560 397 4830 34 10/30/2009 4.50 84 5.1 145.2 3420 3420 4620 4300 4460 4910 320 396 4820 35 10/30/2009 3.50 82 5.1 145.2 3490 3490 4570 4600 4590 4660 30 392 4810 36 10/30/2009 4.00 83 4.3 146.0 3360 3360 4360 4270 4320 4460 90 395 4800 37 10/30/2009 4.00 85 4.9 146.8 3290 3290 4190 4290 4240 4380 100 400 4790 38 11/06/2009 2.75 77 4.1 147.2 4590 4590 5150 5450 5300 4620 300 404 4800 39 11/06/2009 3.50 78 5.3 143.2 3310 3310 4490 4520 4510 4680 30 401 4790 40 12/04/2009 4.50 52 6.3 144.4 3210 3210 4080 4030 4060 4620 50 412 4770 41 12/09/2009 3.00 65 2.8 149.1 3390 3390 4640 4280 4460 4340 360 410 4770 42 12/11/2009 3.50 63 4.5 143.2 3870 3870 4830 4620 4730 4420 210 405 4770 43 02/18/2010 2.50 70 4.6 147.2 3140 3140 3920 4260 4090 4430 340 413 4750 44 02/18/2010 2.00 72 3.5 151.6 4300 4300 4760 4680 4720 4510 80 408 4750 45 02/18/2010 3.50 72 5.6 145.8 3270 3270 4460 4040 4250 4350 420 411 4740 46 02/18/2010 3.50 68 4.0 148.8 4320 4320 5080 5100 5090 4690 20 409 4750 47 02/19/2010 2.50 68 5.5 3390 3390 4540 4320 4430 4590 220 407 4740 48 03/17/2010 3.00 73 4.7 3840 3840 4510 4650 4580 4700 140 404 4740 Southern Star Concrete, Inc. Field Test Data for Mix 7725.xls 1 Southern Star Concrete, Inc. Telephone: (214) 651 -8020 240 Singleton Blvd. Fax: (214) 651 - 1810 Dallas, Texas 75212 Southern Starr CONCRETE, INC. +: Submittal No. 8521 Date Issued: 8/27/2010 Customer: RKM Utility Services Project: 2009 Street Reconstruction (South Heartz, Dobecka & Clear Creek) - Coppell, Texas Mix Code: 7723 Mix Code must be used when ordering concrete. Spec. Weight Description Mfg. Source Tradename ASTM Gravity oz/cwt (lb) Type 1 -11 Midlothian Ashgrove C - 150 3.15 564 1 " . Hanson Aggregates #57 Hanson (Limestone) C - 33 2.68 1,900 Natural Sand Trinity Cottonwood Trinity Cottonwood C - 33 2.62 1,203 City City Water C - 94 1.00 262 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 : 3,600 psi @ 28 days Designed Unit Weight: 145.5 lbs. /cu.ft. TOTAL 3,929 Specified Slump 4.00 +/- 1.00 in. Designed W/C Ratio: 0.46 Specified Air: 4.50 +/- 1.50 % Designed Volume: 27.00 cu.ft. 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 cony our office with all test results obtained on this concrete by independent testing laboratories. COMMENTS: Janet Kinard Quality Services Office Manager 1992 - 2010 Digital Site Systems, Inc. Quadrel iService SM Date: 8/27/2010 Southern Staler CONCR TE,INC. Mix Name: 7723 Units: US 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 4.83 4.38 3820 4890 4890 28 460 ACI318 Req'd 4210 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 3/7/2009 8.50 4.60 3790 4910 4910 28 3/7/2009 5.75 5.20 3550 4730 4730 28 4/8/2009 7.00 4.50 3520 4610 4610 28 4750 5/12/2009 5.00 4.90 3930 4970 4970 28 4770 5/12/2009 7.00 5.30 3790 5030 5030 28 4870 5/13/2009 5.50 3.10 3250 4750 4750 28 4920 6/9/2009 5.00 3300 4380 4380 28 4720 6/18/2009 5.00 3.80 3390 4520 4520 28 4550 6/18/2009 5.50 3.60 3570 4530 4530 28 4480 8/26/2009 6.00 5.60 3310 4350 4350 28 4470 8/26/2009 5.00 4.60 3680 4510 4510 28 4460 1/18/2010 4.00 5.50 3720 5430 5430 28 4760 1/18/2010 4.00 5.20 3820 4620 4620 28 4850 1/18/2010 3.00 6.00 4230 5820 5820 28 5290 1/26/2010 5.00 6.50 4130 5020 5020 28 5150 1/26/2010 5.00 6.20 3630 4470 4470 28 5100 1/26/2010 4.50 5.70 3760 5110 5110 28 4860 1/26/2010 5.00 6.00 3790 4700 4700 28 4760 4/29/2010 3.00 4.40 4100 5000 5000 28 4930 5/3/2010 3.50 4.20 3770 5330 5330 28 5010 5/11/2010 3.50 3.30 4430 5720 5720 28 5350 5/13/2010 3.50 4.60 5220 6100 6100 28 5720 6/16/2010 3.00 2.20 4080 4860 4860 28 5560 6/16/2010 4.50 1.60 3950 4750 4750 28 5240 6/16/2010 5.00 4.70 3470 4640 4640 28 4750 6/16/2010 4.50 2.40 4500 5430 5430 28 4940 6/23/2010 5.00 3.20 3640 4620 4620 28 4890 6/23/2010 4.50 3.50 3510 4210 4210 28 4750 6/23/2010 5.00 3.10 3660 4550 4550 28 4460 6/23/2010 4.00 3.60 4160 5020 5020 28 4590 1992 - 2010 Digital Site Systems, Inc. Quadrel iService SM IS A IX kt N . °Hanson HEMEL BERGCEMENTGroup Hanson Aggregates Southwest Region Technical Services Lab 1000 N. MacArthur Blvd. Grand Prairie, TX 75050 Tel. 972-260-3646 Fax. 972-260-3655 www,hansonplc,eom MATERIALS EVALUATION ... Coarse Aggregates Source: Hanson © Bridgeport (Perch-Hill) Plant Technical Services #777 Type: ASTM 457 (1" - #4) Crushed Lime Stone Report: 2010-8 Lab NO TS-Weekly-10 Date: 05-28-10 Date: Received 05-01-10 ASTM TEST TEST ASTM C-33 METHOD DESCRIPTION RESULTS Specification C-136 2" Sieve 100 % Passing C-136 1-112" Sieve 100 % Passing 100 C-136 1" Sieve 97 % Passing 95-100 C-136 3/4" 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 1 % Passing C-117 Decant (- #200 Sieve Washed) 1.34 % Passing 1.5% Max. C-127 Bulk Specific Gravity, SSD 2.662 C-127 Absorption, 0.9 % C-29 Unit Weight (Dry Rodded), 104.8 Lbs/Cu.n. C-29 Unit Weight (Dry Loose), 94.9 Lbs/Cu.Ft. C-29 Voids Content (Dry Rodded), 36.9 % C-131 L.A. Abrasion, 26.5 % Loss 50% Max. C-1260 Potential Alkali Reactivity of Aggregates, 0.03 % Exp. 0.1 % Max C-88 Soundness by Sodium Sulfate (5 cycles), 2.50 % Loss 12% Max. C-88 Soundness by Magnesium Sulfate (5 cycles), ........ ,...... 2.80 % Loss 18% Max. C-123 Light Weight Pieces, 0.01 % 0.5% C-142 Clay Lumps and Friable Particles, 0.01 % 3.0% 4° - . 1, ,v, ..° " ' ' ' • ° '41, C-25 Calcium Carbonate EQV, 96.0 % e r*.; la 4, , -- C-25 Acid Insoluble Residue, 4.0 % tel Or .., ■ , ' ' ',,, Note: Optimized 11 -',,.,'.:., ii.F Vartan Babakhanian, P.E. Technical Services Lab Manager Our letters, analysis and remits are for the eaelusise use of the client to whom they are addressed. apply only to the samples tested aniii or inspected and me not necessarily itedicative of ihe quaiities or apparently identical or similar products. This teport shall not he reproduced except in full and with the written approval of HANSON PLC. � o -� o N W O ,--1 N n O O �' C I I M r r I Cr) O O I j VD I 0 E-1 < 1 O O O M N V] � I i I O � v ':3 ° ,-- ∎ °Io ,-• °° •� p: j I O 0 j i I © © f sI - • 4�) It M ,..� , a. 4U N kr) ti) 1 I ♦f N y o. I I ti,:, C� I C X C cz > l 5 g ill I -- -' Q CO • r■I CCI ..-ti bA O © O 1 H Cr i i � � � j � - 2 - 7.0 0 v, l C, on Ct f I I It r-, a, a, (� 'Z, 7, , I ! I j ?� , ao I _ a, , ; 1 ao 0 0 ° o o I o O a Pal 1 en 1-0 '"i b.0 M d O O O O O O O O O O O ^ ai O a1 CC r" \p d M N ,-•1 ca, ti y C4 cn 'LS E , sanaIS u►ssnd auaaaad angrinuin3 E e 00 in ' . • I ' c 1 Td , Le f,'" 11 f . a , „ , .._, z ASH GROVE TEXAS L.P. � 1-1 ROVE -- 900 Cifco Road Phone: 972-723-2301 Post Office Box 520 Fax: 972-534-1231 Midlothian, Texas 76065 Cement Type: I/11 Production Period: July 1, 2010 - July 31, 2010 Date: 8/9/2010 STANDARD REQUIREMENTS ASTM C150 CHEMICAL PHYSICAL Spec. Test Spec. Item Limit Result Item Limit Test Result Si02(%) A 20 .29 Air content of mortar (volume %) 12 max 7.5 Al2 6.0 max 433 Fineness (cm /g) Fe ( %) 6.0 max 3.43 (Air permeability) 2800 min 3567 CaO ( %) A 64.37 Autoclave expansion ( %) 0.80 max 0.01 MgO ( %) 6.0 max 0.88 S (%) 3.0 max 2.73 Compressive strength (psi) Min: Loss on ignition ( %) 3.0 max 1.86 1 Day A 2339 Na ( %) A 3 Days 1740 4045 K ( %) A 7 Days 2760 4961 Insoluble Residue ( %) 0.75 max 0.41 28 Days A CO2( %) A 1.16 Limestone ( %) per ASTM 5.0 max 3.0 Limestone ( %) per TXDOT 5.00% max. 3.0 Limestone ( %) per AHTD 5.00% max 3.0 CaCO3 in limestone ( %) 70 min 87 Potential compounds ( %) Time of setting (minutes) C A 62 (Yicat) C A 11 Initial Not less 81 C 8 max 6.5 than 45 C F A C +2(C A Final Not more 197 C + 4.75C 100 max 93 than 375 OPTIONAL REQUIREMENTS ASTM C150 Tables 2 and 4 CHEMICAL PHYSICAL Spec. Teat 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 354 .4 = Not 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 described cement,at the time of shipm�tis proved under NSF /ANSI Standard 61 for Portland Cemen = oq��'.� c SUSAN CANTU ��, Notary Pubtic si:,.., ii� 4111P ,y /\ P State of Texas Todd 0. Hinton Eo, - Comes. Expires 06 - - 2012 Title: 1 . ty Control Manager VI- Qnaw, gs, BASF mFF: FR7IFT7 FTME4Wrfif ANIEF5Fi L O F .Xy n fri � � The Chemical Company l egiligjV ,� Description M B- w /� E TM 90 MB -AE 90 air- entraining admixture is for use in _ concrete mixtures. It meets the ` " r ` a A d z e requirements of ASTM C 260, Features AASHTO M 154 and CRD -C 13. Ready -to -use in the proper concentration for rapid, accurate dispensing Applications Recommended for use in: Benefits �i. Concrete exposed to :s Improved resistance to damage from cyclic freezing and thawing cyclic freezing and E Improved resistance to scaling from deicing salts thawing t Improved plasticity and workability Production of high - quality a Reduced permeability — increased watertightness normal or lightweight r 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: B AE TM The amount of MB -AE 90 admixture used will depend upon the Product Notes amount of entrained air required under actual job conditions. Corrosivity— Non - Chloride, Non - Corrosive: MB -AE 90 In a trial mixture, use 1/4 to 4 fl oz/cwt (16-260 mL/100 kg) admixture wit neither initiate nor promote corrosion of of cementitious material. Measure the air content of the trial reinforcing and prestressing steel embedded in concrete, or mixture, and, if needed, either increase or decrease the quantity of galvanized floor and roof systems. No calcium chloride or of MB AE 90 admixture to obtain the desired air content. other chloride -based ingredients are used in the manufacture In mixtures containing water - reducing or set - control of this admixture. admixtures, the amount of MB AE 90 admixture needed may Compatibility: MB -AE 90 admixture may be used in be somewhat less than the amount required in plain concrete. combination with any BASF Construction Chemicals Due to possible changes in the factors that can affect the admixture, unless stated otherwise on the data sheet for dosage of MB -AE 90 admixture, frequent air content checks the other product. When used in conjunction with other should be made during the course of the work. Adjustments admixtures, each admixture must be dispensed separately to the dosage should be based on the amount of entrained air into the concrete mixture. required in the mixture at the point of placement. If an unusually high or low dosage of MB -AE 90 admixture is Storage and Handling required to obtain the desired air content, consult your BASF Storage Temperature: MB -AE 90 admixture should Construction Chemicals representative. In such cases, it may be stored and dispensed at 31 °F ( -0.5 °C) or higher. Although be necessary to determine that, in addition to a proper air freezing does not harm this product, precautions should be content in the fresh concrete, a suitable air -void system is taken to protect it from freezing. If MB -AE 90 admixture achieved in the hardened concrete. freezes, thaw at 35 °F (2 °C) or above and completely Dispensing and Mixing: Add MB -AE 90 admixture to the reconstitute by mild mechanical agitation. Do not use concrete mixture using a dispenser designed for air - entraining pressurized air for agitation. admixtures, or add manually using a suitable measuring device Shelf Life: MB -AE 90 admixture has a minimum shelf life that ensures accuracy within plus or minus 3% of the required of 18 months. Depending on storage conditions, the shelf amount. life may be greater than stated. Please contact your BASF Construction Chemicals representative regarding suitability For optimum, consistent performance, the air entraining admixture should be dispensed on damp, fine aggregate. If for use and dosage recommendations if the shelf life of MB the concrete mixture contains fine lightweight aggregate, field AE 90 admixture has been exceeded. evaluations should be conducted to determine the best method Safety: Chemical goggles and gloves are recommended to dispense the air - entraining admixture. when transferring or handling this material. Precaution Packaging In a 2005 publication from the Portland Cement Association MB -AE 90 admixture is supplied in 55 gal (208 L) drums, 275 (PCA R &D Serial No. 2789), it was reported that problematic gal (1040 L) totes and by bulk delivery. air -void clustering that can potentially lead to above normal decreases in strength was found to coincide with late Related Documents additions of water to air - entrained concretes. Late additions Material Safety Data Sheets: MB -AE 90 admixture. of water include the conventional practice of holding back water during batching for addition at the jobsite. Therefore, Additional Information caution should be exercised with delayed additions of water For additional information on MB -AE 90 admixture, or to air - entrained concrete. Furthermore, an air content check its use in developing a concrete mixture with special should be performed after any post - batching addition to an peformance characteristics, contact your BASF Construction air - entrained concrete mixture. 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 �g www.masterbuilders.com Master ' United States 23700 Chagrin Boulevard, Cleveland, Ohio 44122 -5544 Tel: 800 628 -9990 Fax: 216 839 -8821 NSF Canada 1800 Clark Boulevard, Brampton, Ontario L6T 4M7 Tel: 800 387 -5862 NJ Fax: 905 792 -0651 Builders Build jj (j ( °�r TM BASF Construction Chemicals, LLC � rAX'Sl C? F t..._.. .................... © BASF Construction Chemicals, LLC 2007 1 Printed in USA Pj 03/07 LIT # 1017027 BASF - r ,m a ar c ems' a a P , ,�x� „�, a i i `tsuxS O r i The Chemical Company Description POZZOLITH® 80 Pozzolith 80 ready -to -use, liquid admixture is used for making more uniform and "ate &�` ` duci Admixture 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 Type D, retarding and water- Benefits 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 C Dead -load deflection can take place (before concrete sets) in extended pours for • Shotcrete bridge decks, cantilevers, nonshored structural elements, etc. • Lightweight concrete a° Peak temperature and /or rate of temperature rise lowered in mass concrete thereby • Pumped concrete reducing thermal cracking • 4x4TM Concrete Performance Characteristics Pervious Concrete Rheodynamic® Self- Rate of Hardening: The temperature of the concrete mixture and the ambient • Consolidating Concrete temperature affect the hardening rate of concrete. At higher temperatures, concrete (SCC) stiffens more rapidly which may cause problems with placing and finishing. The dosage 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: OZ ,iT 2) Product Notes Packaging Corrosivity — Non- Chloride, Non - Corrosive: Pozzolith Pozzolith 80 admixture is supplied in 55 gal (208 L) drums, 80 admixture will neither initiate nor promote corrosion of 275 gal (1040 L) totes and by bulk delivery. reinforcing steel in concrete. This admixture does not contain intentionally -added calcium chloride or other chloride -based Related Documents ingredients. Material Safety Data Sheets: Pozzolith 80 admixture. Compatibility: Pozzolith 80 admixture may be used in Additional Information combination with any BASF Construction Chemicals admixtures. When used in conjunction with other admixtures, For additional information on Pozzolith 80 admixture or its each admixture must be dispensed separately into the mix. use in developing a concrete mix with special performance characteristics, contact your BASF Construction Chemicals Storage and Handling representative. Storage Temperature: If Pozzolith 80 admixture freezes, The Admixture Systems business of BASF Construction thaw at 35 °F (2 °C) or above and completely reconstitute by Chemicals is a leading provider of innovative additives mild mechanical agitation. Do not use pressurized air for for specialty concrete used in the ready mix, precast, agitation. manufactured concrete products, underground construction Shelf Life: Pozzolith 80 admixture has a minimum shelf life and paving markets throughout the NAFTA region. The of 18 months. Depending on storage conditions, the shelf Company's respected Master Builders brand products are life may be greater than stated. Please contact your BASF used to improve the placing, pumping, finishing, appearance Construction Chemicals representative regarding suitability and performance characteristics of concrete. for use and dosage recommendations if the shelf life of Pozzolith 80 admixture has been exceeded. BASF Construction Chemicals, LLC Admixture Systems { www.masterbuilders.com United States 23700 Chagrin Boulevard, Cleveland, Ohio 44122 -5544 s Tel: 800 628 -9990 5 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 Builders © BASF Construction Chemicals, LLC 2007 a Printed in USA x 09/08 * LIT # 1017032 ity "'; BASS The Chemical Company Description POZZOL1TH® 300 R Pozzolith 300 Rready -to -use, liquid admixture is used for Retarding Set making more uniform and predictable high - performance Features concrete while retarding its setting time to facilitate placing g Reduced water content required for a given workability and finishing operations. It Retarded setting characteristics It meets ASTM C 494/C E Improved workability 494M requirements for Type E Reduced segregation B, retarding, and Type D, water reducing and retarding, ii Superior finishing characteristics for flatwork and cast surfaces admixtures. E 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: Prestressed concrete Benefits Precast concrete • Flexibility in the scheduling of placing and finishing operations r. Reinforced concrete • Offsets the effects of early hardening during extended delays between mixing and placing • Shotcrete • Helps eliminate cold joints • Lightweight or normal weight concrete a Peak temperature and /or rate of temperature rise in mass concrete lowered thereby reducing thermal cracking Et Pumped concrete Increased compressive and flexural strength 4x4TM Concrete F Pervious Concrete Performance Characteristics Rheodynamice 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: POZZOL I H' 300 R Guidelines for Use Packaging Dosage: Pozzolith 300 R admixture is recommended for Pozzolith 300 R admixture is supplied in 55 gal (208 L) drums, use at a dosage of 4 ± 1 fl oz/cwt (260 ± 65 m1/100 kg) of 275 gal (1040 L) totes and by bulk delivery. cementitious materials for most concrete mixtures using typical concrete ingredients. Because of variations in job Related Documents conditions and concrete materials, dosages other than the Material Safety Data Sheets: Pozzolith 300 R admixture. recommended amounts may be required. In such cases, contact your BASF Construction Chemicals representative. Additional Information Product Notes For additional information on Pozzolith 300 R admixture or its use in developing a concrete mixture with special Corrosivity — Non - Chloride, Non - Corrosive: Pozzolith performance characteristics, contact your BASF Construction 300 R admixture will neither initiate nor promote corrosion of Chemicals representative. reinforcing steel in concrete. This admixture does not contain intentionally -added calcium chloride or other chloride -based The Admixture Systems business of BASF Construction ingredients. Chemicals is a leading provider of innovative additives for specialty concrete used in the ready mix, precast, Compatibility: Pozzolith 300 R admixture may be used manufactured concrete products, underground construction in combination with any BASF Construction Chemicals and paving markets throughout the NAFTA region. The admixtures. When used in conjunction with other admixtures, Company's respected Master Builders brand products are each admixture must be dispensed separately into the mix. used to improve the placing, pumping, finishing, appearance Storage and Handling 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 300R admixture has been exceeded. 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 asCer Canada 1800 Clark Boulevard, Brampton, Ontario L6T 4M7 Tel: 800 387 -5862 R Fax: 905 792 -0651 Builders ® Construction Research & Technology GMBH Builders BASF Construction Chemicals, LLC 2007 el Printed in USA 03/07 LIT # 1016970