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Home My WebLink AboutE& B Paving/Eng/ CO #7/2,476.87/136th & Carey RABCITY OF CARMEL TO: CONTRACT CHANGE ORDER NO.: 7 E&B Paving, Inc. DATE: October 27, 2016 17042 Middletown Ave. PROJECT NAME:_ _ 136`h St. & Carey RAB Noblesville, IN 46060 CITY REQ. NO.: 16 -ENG -26 CITY PO NO.: CITY PO DATE: I. You are directed to make the following changes in this Contract: Chemical Modifier Adjustment item added to the contract for an additional lime kiln dust required for IB subgrade treatment item. SCHEDULED ADJUSTMENT ITEM AMOUNT+) OR (-) DAYS EW Item #107 Chemical Modifier Adjustment 2783 Sys OD $0.89 = $2,476.87 0 Days II. The following referenced Documents further describe the changes outlined in Paragraph I, and are to be considered a part of this Change Order: R.F.P.: N/A I W.D.C. No.: N/A Other: Attached itemized change order documents from E&B, Inc., Specialties, and Altwitzig. The changes result in the following adjustment of Contract Price and Contract Time: Contract Price prior to this Change Order $ 827 647.32 Contract Price will be increased/decreased by this Change Order $ 2,476.87 New Contract Price including this Change Order $_830.124.19 Contract Time Prior to this Change Order 45 Days _ Open to Traffic Net increased/decreased resulting from this Change Order 0 Days Current Contract Time including this Change Order 45 Days Open to Traffic This Change Order is for full and final settlement of all direct, indirect, impact costs and time extensions incurred at any time resulting from the performance of the changed work. The Above Changes Are Recommended American Structurepoint, Inc. ENGINEER 7260 Shadeland Station Address Indianapolis, IN 46256 City/State/Zip By: Au'&d 4 Phone: 317-547-5580 Date: 711K The Above Changes Are Accepted: E&B Paving, Inc. CONTRACTOR 17042 Middletown Ave. Address Noblesville, IN 46060 City/S to/Zi By: Phone: 317-773-4132 Date: l0 --?/ —l6 Approved: J e Klhm E g. h istine auley, CleW Treasurer Date: To: City of Carmel One Civic Square Carmel, IN 46032 Attn: John Cox E&B PAVING.onc World -Class Solutions at a Local Levels" ADDITIONAL WORK AUTHORIZATION # 5 Phone: Fax: 317-285-9459 Project: 136th -Carey -Hawthorne RAB's Location: 136th St and Carey Road City: Carmel Date: 10/25/2016 Job No: 02163505. The following quoted prices are for additional work that is not a part of our original contract scope of work: DESCRIPTION: The following pricing is for additional lime needed to meet the requirements of the soil samples that were obtained and tested for the stabilization of the road at 136th St and Carey Rd. Per the attached description, this amount is for the additional material. Description Quantity Unit Unit Price Extension EWA Additional Kiln Dust for Subgrade Treatment 1 B 2783 Sys $ 0.81 $ 2,254.23 Subtotal $ 2,254.23 10% of first $3,000.00 $ 225.42 7% of remainder TOTAL $ 2,479.65 Additional Cost for Lime $ 0.89 *per sys * this cost will be added to the original contract price for Subgrade Treatement ADDITIONAL CHARGE FOR THE ABOVE WORK IS: $ 2,479.65 Above additional work to be performed under same conditions as specified in original contract unless otherwise stipulated. §d,476.97 Cale•19yd $ Date: Owner or Contractor Signature 90C- (Authorized Representative) We hereby agree to furnish labor and materials - complete in accords with the ecifications, at the above stated price. E S B Paving, Inc., Authorized Signature Date: 10/25/16 THIS IS ADDITIONAL WORK AUTHORIZATION NO. 5 AN EQUAL OPPORTUNITY EMPLOYER 17042 Middletown Ave. • Noblesville, IN 46060 PHONE: 317.773.4132 • FAx: 317.773.4137 www.ebpaving.com 10/25/2016 IMI Mail - 136th & Carey Road Additional Material Cost Subgrade Treatement �/ Il I CT, l kaitt.c-HaaRS-", Ei -V'C� Steven Broermann <steve.broermann@ebpaving.com> Group of Co111pa tics 136th & Carey Road Additional Material Cost Subgrade Treatement 1 message Brad Schneider <brad. schneider@s pecialtiescom pany.com> Tue, Oct 25, 2016 at 10:59 AM To: Steve Broermann <steve.broermann@ebpaving.com> Cc: Susie Wood <susie.wood@specialtiescorhpany.com>, Andy -Eller <andy.eller@specialtiescompany.com> Steve, INDOT spec requires us to bid 5% kiln dust. Additional material is to be paid for by change order. In this case, the testing required 7% kiln dust. So an addition 2%. Per testing, the maximum natural dry weight is 108 lbs/cft. Using that number, that application rate at 14" depth and 7% will be 79.4 lbs/syd. 2% of that 7% would equate to 22.7 lbs / syd. Attached is our quote for $71.00/ton. 22.7 lbs/syd cost = $0.81/syd additional material cost. Please let me know if you have any questions. Thank you, Brad Brad Schneider, LS Vice -President Specialties Company, LLC 9350 E. 30th Street Indianapolis, IN 46229 P: 317-594-0291 F: 317-594-0271 M: 317-502-6246 brad.schneider@specialtiescompany.com Website: www.specialtiescompany.com Twitter. @SpecialtiesCo $ EClALMi Cam a Uc Specialties Company LKD quote Carmel IN 10.25.2016 (1).pdf 140K https://mail.google.com/mail/u/0/?ui=2&ik=d30e59b3O2&view=pt&search=inbox&th=l57fc5b24el630fe&siml=157fc5b24el630fe 1/1 13 West 2"`i Street - Maysville, KY 41056 — 606-564-5008 FAX -606-564-5012 October 25, 2016 Mr. Brad Schneider Specialties Company, LLC 9350 East 30`h Street Indianapolis, 1N. 46229 Dear Brad, Omni Materials is pleased to provide the following quote for the supply of lime kiln dust for your project in Carmel, IN. We quote as follows: Materials Material Freight Fuel Total/Ton Price/Ton Rate/Ton Surcharge Black River $42.00 $29.00 0% $71.00 Lime Kiln Dust • Payment Terms Net 30 Days • Prices do not include tax if applicable. Customer is responsible for sales tax until a sales tax exemption certificate is provided prior to material delivery • Fuel surcharges are subject to change • Samples and specifications can be provided upon request • 25 ton freight minimum • Product is subject to availability • Freight rates may increase or decrease depending on trucking availability Mr. Brad Schneider Specialties Company, LLC October 25, 2016 Page 2 By accepting this quote, you acknowledge (a) that you are solely responsible for the application and use of the product, (b) that such application and use of the product is based solely on your judgment and knowledge of the product, and (c) that no representations or warranties of any kind whatsoever have been made to you concerning the application and/or use of the product. Please let us know if additional information is required. We can be reached as follows: Office 606-564-5008 Office FAX 606-564-5012 Kevin Ireland- Mobile 812-304-0110 E-mail kevin.ireland@omnimaterialsiilc.com Sincerely, �^ I1 1rfr�9 Kevin Ireland CC. April Fisher KW I/th Alt & Witzig Engineering, Inc. 4105 West 99t1i Street • Carmel, Indiana 46032 (317) 875-7000 e Fax (317) 876-3705 Tested For: Mr. Joe Hile, PE Specialties Company, LLC 9350 East 3e Street Indianapolis, IN 46229 Project: 136th Street & Carey Rd. Intersection Improvements Carmel, IN Hamilton County Date: 10-04-16 Our Project No.: TZ 16133 -LTR Executive Summary Per your request, Alt & Witzig Engineering has performed a soil -chemical modification study on the soil types obtained from the above referenced project to be utilized at subgrade elevation per project specifications. The chemical modifiers utilized in the testing procedures are listed below: • Cement — Lehigh Cement Company — Mitchell, IN • Lime Kiln Dust — Carmeuse Lime & Stone Buffington, IN Subgrade Treatment Recommendation —14" Chemical Soil Modification Chemical Recommended: 7% LKD Sample Sample - Spread Optimum As Received Identification Classification Rate Moisture Moisture Lb/,yd^2 Content % Contents % Sample #1 A-6 12 CLAY 74.2 20.3% 19.5% Sample #2 i A-7-6 23 SILTY CLAY 74.2 24.1% 24.5% Offices: Subsurface Investigation: and Foundation Engineering Cincinnati, Ohio a Dayton, Ohio Construction Materials Testing and Inspection Indianapolis a Evansville e Ft. Wayne 9 Lafayette 9 South Bend a Terre Haute, Indiana Environmental Services 136th Street & Carey Rd. Intersection Improvements — Carmel, IN Specialties Company LLC October 4, 2016 Page 2 Sample Collection Two (2) soil samples were collected and delivered to our laboratory by a Specialties Company LLC representative. It should be noted that Alt & Witzig Engineering, Inc was not present during the sample collection process. The samples were collected from the intersection of 136th Street & Carey Rd. The samples were not identified with reference to a "specific location (Line, station, offset, etc.) and only identified as Sample #1 and Sample #2. According to the contractor, the samples collected are representative of the soils to be utilized at the new design subgrade elevation for this project. Laboratory Testing By request of the contractor, laboratory testing was performed in accordance with 1NDOT's most recent publication of their "Design Procedures for Soil Modification or Stabilization" and ISS 215. Sample #1 Eades & Grim pH testing indicated a minimum of 5.5 percent LKD to reach saturation (pH = 12.4) for the moderately to highly plastic A-6 Clay soils represented by Sample #1. Soluble sulfate contents were below 1,000 ppm and Loss on Ignition (LOI) was not necessary based upon visual examination. Moisture density relationships and unconfined compressive strength testing was performed in accordance with INDOT guidelines using 5% & 6% LKD by dry unit weight, as well as, 4% & 5% Cement by dry unit weight. Sample #2 Eades & Grim pH testing indicated a minimum of 6.5 percent LKD to reach saturation (pH = 12.4) for the highly plastic A-7-6 Silty Clay soils represented by Sample #2. Soluble sulfate contents were below 1,000 ppm and Loss on Ignition (LOI) was not necessary based upon visual examination. Moisture density relationships and unconfined compressive strength testing was performed in accordance with INDOT guidelines using 6% & 7% LKD by dry unit weight, as well as, 5% & 6% Cement by dry unit weight. 136' Street & Carey Rd. Intersection Improvements — Carmel, IN Specialties Company LLC October 4, 2016 Page 2 Subgrade Treatment Recommendations The moderately to highly plastic A-6 Clay soils represented by Sample #1 met the required strength gains with the use of 6% LKD. The highly plastic A-7-6 Silty Clay soils represented by Sample #2 met the required strength gains with the use of 7% LKD. Therefore, we recommend 7% LKD by dry unit weight be used for subgrade treatment of areas represented by these soils collected for this project. We recommend a normalized spread rate of 74.2 pounds per square yard for the entire project. Double treatment may be necessary to aid in the acceptance of DCP results in the field. Applying 34% LKD, allowing the soil chemical mixture to mellow for 24 HR, and then applying the final 34% LKD. 14" Chemical Soil Modification — 7% LKD Sample Sample Spread Optimum As Received Identification. -Classification" Rate Moisture.- Moisture :- Lb/Yd 2 Content %o Contents % Sample #1 A-6 12 CLAY 74.2 20.3% 19.5% Sample #2 A-7-6 23 SILTY CLAY 74.2 24.1% 24.5% Alternative Subgrade Treatment Recommendations The moderately to highly plastic A-6 Clay soils represented by Sample #1 also met the required strength gains with the use of 5% Cement. The highly plastic A-7-6 Silty Clay soils represented by Sample #2 also met the required strength gains with the use of 6% Cement. Therefore, 6% Cement by dry unit weight may be considered for subgrade treatment of areas represented by these soils collected for this project. 14" Chemical Soil Modification — 6% Cement Sample , Sample Spread Optimum As Received Identification " Classification Rate , Moisture Moisture 'Lb/yd^2 ' ' Content '% Contents Sample #1 A-6 12 CLAY 63.6 19.1% 19.5% Sam le #2 A-7-6(23)SILTY CLAY 63.6 22.8% 24.5% 136th Street & Carey Rd. Intersection Improvements — Carmel, IN Specialties Company LLC October 4, 2016 Page 2 Closing Statement Chemically treated soils must be at or above the optimum moisture content as determined by the soil -chemical mixture. Site specific conditions, including anticipated weather during treatment, stability of foundation soils, and in-situ moisture contents must be considered prior to subgrade treatment. Site conditions that would adversely affect the chemical treatment should be brought to the immediate attention of the project manager. Approved chemicals to be incorporated in the field for stabilization or modification of the subgrade shall be accomplished as per project specifications. The contractor shall account and correct for all losses and equipment efficiencies that occur in the field to assure that the proper chemical percentage is achieved. Please find a copy of our test results enclosed with this letter. Sincerely, HA �p\SiE9 Z : a`Nob Joshua W. Tinkle, E.I.T. s .�ao -337 David C. Harness, P.E. Project: 136th St. & Carey Rd. Intersection Imp. A&W File #: TZ 16133 Sheet 1 of 2 Manager. D. Harness Client: Specialties Company LLC Project Description: Soil Modification Study Location: Carmel, IN Route 136th St. & Carey Rd. Hamilton County INDOT Contract #: , , , , , , , ,Specimen ID Specimen Pill Strength Specimen Data Minimum M.C. @ ID Description P time of Compaction LL PL PI Fines DD (pcf) W% I %Comp.J PSI JPSIGaln (%) Sample #1 Cement -Soil Mixture - 4% Cement 1 101.0 18.8 95.5 111 79 18.6 Sample #1 Cement -Soil Mixture - 4% Cement ................................................ 100.5 18.8 95.0 110 78 Sample #1 Cement -Soil Mixture - 5% Cement 3 ........................ ........................ 99.9 19.2 95.5 146 114 19.1 Sample #1 Cement -Soil Mixture - 5% Cement 4 .. 99.4 19.2 95.0. 144 112 Sample #1 Lime -Soil Mixture - 5% Lime 1 ................................................. 99.4 20.0 96.0 76 44 19.7 Sample #I 1 Lime -Soil Mixture - 5% Lime 298.9 2............. 98.9 20.0 20.0 95.5 95.5 75 75 43 43 Sample #1 Lime -Soil Mixture - 6% Lime 3,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,, ,,,,,,,,,,,, 98.2 20.5 95.6 92 60 20.3 Sample #1 Lime -Soil Mixture - 6% Lime 4 .................................................... 97.7 20.5 95.1 91 59 Sami3le #1 A-6 (12) CLAY Natural 102.5 17.5 95.0 33 17.5 35 20 - 15 � 81.6 Sample #1 Natural .................................................... 102.0 17.5 94.5 31 Sample #2 Cement -Soil Mixture - 5% Cement 1 .. ...................... ............ 95.2 22.4 96.7 107 73 22.2 Sample #2 Cement -Soil Mixture - 5% Cement 2 94.7 22.4 96.2 105 71 Sample #2 Cement -Soil Mixture - 6% Cement 3 .................................... 94.0 23.0 96.3 141 107 22.8 Sample #2 Cement -Soil Mixture - 6% Cement 493.5 .................................................... 23.0 95.8 139 105 Sample #2 Lime -Soil Mixture - 6% Lime 1 .................................................... 92.6 23.6 95.8 68 34 23.5 Sample #2 Lime -Soil Mixture - 6% Lime 2 .................................................... 92.1 23.6 95.3 67 33 Sample #2 Lime -Soil Mixture - 7% Lime 3 .................................................... 91.5 24.1 95.5 86 52 24.1 Sample #2 Lime -Soil Mixture - 7% Lime 4 91.0 24.1 95.0 84 50 Sample #2 A-7-6 (23) SILTY CLAY Natural1.. 96.9 21.2 96.0 34 21 43 21 22 � 95.5 AWAlt & Witzig Engineering, Inc. 4105 West 99th St. Carmel, IN 46032 Soil/Chemical Modification Study Telephone: 317-875-7000 Fax: Project: 136th St. & Carey Rd. Intersection Imp. A&W File #: TZ 16133 Sheet 2 of 2 ........ Specimen ID Specimen Pill ID Description Strength Specimen Data Minimum M.C. @ time of Compaction LL PL PI Fines DD (pcf) w% % Comp. PSI PSI Gain N Sample #2 Natural 2. ................................................... 96.4 21.2 95.6 33 Alt & Witzig Engineering, Inc. i 4105 West 99th St. - Carmel, IN 46032 Telephone: 317-875-7000 Fax: Soil/Chemical Modification Study 135 130 ■■■■■■■■■■■■■■WI Description a .� . ■■■■■■■■■■■■■\V\■► ■■■■■■■■■■■■■LIMLMethod Method ■■■■■■■■■■■■■■■■■M ■■■■■■■■■■■■■■■■\\■tel.TEST RESULTS Maximum Dry Density 105.8 PCF Optimum Water Content 18.6 % ATTERBERG LIMITS iw LL PL PI ■■■■■■■■■■■■■■■■r�■■\\\\; ■■■■■■■■■■■■■■■■■■■■La■\\ More, Curves of 100% Saturation or Specific Gravity Equal to: 2.80 2.70 2.60 85 A 75111111111111111111111111111111111111111111111�1 0 5 10 15 20 25 30 35 40 45 WATER CONTENT, % Alt & Witzig Engineering, Inc. MOISTURE -DENSITY RELATIONSHIP 4105 West 99th St. Project Name: 136th St. & Carey Rd. Intersection Imp. Carmel, IN 46032 Telephone: 317-875-7000 Location: Hamilton County Fax: A&W File #: TZ 16133 INDOT contract #: 135 130 ■■■■■■■■■■■E■N\ ■■■■■■■■■■■■V♦m�. Source of Material Description of Material Cement -Soil Mixture - 5% ■■■■■■■■■■■■■►\\■; ' ■■■■■■■■■■■■■L113 Method .. Method ■■■■■■■■■■■■■■\\\=, ■■■■■■■■■■■■■■ERM ■■■■■■■■■■■■■■■IMI ■■■■■■■■■■■■■■■LM M -M --- l 110 U CL w 105 0 0 Alt & Witzig Engineering, Inc. 4105 West 99th St. Carmel, IN 46032 Telephone: 317-875-7000 Fax: TEST RESULTS Maximum Dry Density 104.6 PCF Optimum Water Content 19.1 % ATTERBERG LIMITS LL PL PI Curves of 100% Saturation for Specific Gravity Equal to: 2.80 2.70 2.60 20 25 30 35 40 45 WATER CONTENT, % MOISTURE -DENSITY RELATIONSHIP Project Name: 136th St. & Carey Rd. Intersection Imp. Location: Hamilton County A&W File #: TZ 16133 INDOT Contract M t A&W File#: TZ 16133 .. M. MOISTURE-DENSITY Alt • Witzig Engineering, Inc. Project Name: 136th St. & Carey Rd. Intersection Imp. .• 4105 West 99th St. IN- 46032 7 rCarmel, Telephon.. 135 130 IM 1111111MUNWEN\■■■■\\\\. - . . - . ■■■■■■■■■■■■EN ■■■■■■■■■■■■E■ Description Test MetWod 110 Alt & Witzig Engineering, Inc. 4105 West 99th St. Carmel, IN 46032 Telephone: 317-875-7000 Fax: Sample #1 Natural 1 A-6 (12) CLAY AASHTO T99 Method A TEST RESULTS Maximum Dry Density 108.0 PCF Optimum Water Content 17.5 % ATTERBERG LIMITS LL PL PI 35 20 15 Curves of 100% Saturation for Specific Gravity Equal to: 2.80 2.70 2.60 20 25 30 35 40 45 WATER CONTENT, % MOISTURE -DENSITY RELATIONSHIP Project Name: 136th St. & Carey Rd. Intersection Imp. Location: Hamilton County A&W File #: TZ 16133 INDaT Contract #: I- mea M. ............................................ ........................................■..... ............................................. mom mom Alt Engineedng, Inc. .. _ .., 32 Telephone: AM File#: TZ 16133 .. ■OMEN■■■■1\\ ■■■■■■■■��■ ■■■■i■■■\1i\► ■■■■■■■■■■E MEMO■■■■l1\\■t ■■■■■■■■■EMM ■■■■■■■■■l►\\\\ ■■■■■■■■■■\\Mil ■■■■■■■■■■i■1\\ ■■■■■■■■■■■RN ■■■■■■■■■■■EME ■■■■■■■■■■■■M\��- ■■■■l■■■■■■■\\\iMEMEMMMEMEMMUMl ■■■■■■■■■■■■■RV ■■■■■■■■■■■■■E■LI\ ■■■■■■■■■■■il■\\1� ■■■■■■■■■■■■■■NI■MMOMEMEMEMEMEME\ • • • .. ■■■■■■■■■■■■■■■■■MMMMMMMMMMMMMMMMMU ■� ■■■■■■■■■■■■■■■■■■■� ■■■■■■■■■■■■■■■■■MN ■■■■■■■■■■■■■■■■■UM ■■■■■i■■■■■■■iii■ii\��, ■■■iii■■■■■■■■■l■■■■■■\\\\► ■■■■■■■■l■■■■■■l■■■Eli: \■\\\\\ ■■■■■■■iii■■■■■■■■■■■■■■■■■■■■■�\\. ■iii■■■■■■■■■illi)■■■■■■■■■■■■■■■■ll\\► ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■N\\.. ■■■■■■■■■■■■■■■■ilii■ll■■■■■■■■■■■■l■iii■■■\� ■■■Alt ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� MOISTURE-DENSITY RELATIONSHIP & Witzig Engineering, Inc. Project Name: 136th St. & Carey Rd. Intersection Imp. 4105 - 99th St. 46032 r-Carmel,- A&W File#: TZ 16133 .. ' ■■■■■■■■■■■■■■■■■■■■ Now \ ■■■■■■■■■■■■■■■■■■■■ MEN \\\ . ■■■■■■■■■■■■■■■■■■■■■I■■■i�■■\\ ..................................... ........................................ ........................................: ........................................■..... ............................................. ............................................. . , .,. 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Material Sample #2 Natural 1 ■■■■■■■■■■■■■■■� ■■■■eee■■■■■■■■� ■■■■■■■■■■■■■■■� Description of Material . .�■■■■■■■■■■■■■■■1 • LAY ■■■e■■e■■■■■■.P.\ Method .. .. ■■■■■ee■e■■■■WINK ■■■■■■■■■■■■■■■1 ■■■■■■■■■■■■■■■N ■■■■■■■■■■■■■■■1 ::::::e:::::EENNON ENEENNNEEN� Heil TEST RESULTS ■■■■■■■■■■■■■■■■■■M ■■■■■■■■■■■■■■■■■ERS Dry Density , , . PCF ■■■■■■■■■■■■■■■■■■NINNik00. Optimum Water Content 21.0 % CL ATTERBERG LIMITS z 105 LL PL P1 43 21 22 ■■■■■■■■■■■■■■■■■■■►.V■�■■\\ ■■■■■■■■■■■■■■■■■■I■■■ill\\\�Curves of 100% Saturation ■■■■■■■■■■■■■■■■■I■■■■■\\\\\for specific ■■■■■■■■■■■■■■■■r'■■■■■■■\�►1\\\ ■■■■■■■■■■■■■■■■r■■■■■■■\i\\\.2.80 . ■■■■■■■■■■■■■■■■■■■■■■■■■■■\\\ 2.70 2.60 Alt & Witzig Engineering, Inc. 4105 West 99th St. Carmel, IN 46032 Telephone: 317-875-7000 Fax: 20 25 30 35 40 45 WATER CONTENT, % MOISTURE -DENSITY RELATIONSHIP Project Name: 136th St. & Carey Rd. Intersection Imp. Location: Hamilton County A&W File #: TZ 16133 INDOT Contract M . ■■■■■■■■■■■■■■■� ■■■■eee■■■■■■■■� ■■■■■■■■■■■■■■■� . .�■■■■■■■■■■■■■■■1 ■■■■■■■■■■■■■■■� ■■■■■■■■■■■■■■■� ■■■■■■■■■■■■0001 ■■■■■■■■■■■■■■■N ■■■■■■■■■■■■■■■1 ■■■■■■■■■■■■■■■N ■■■■■■■■■■■■■■■1 Alt & Witzig Engineering, Inc. 4105 West 99th St. Carmel, IN 46032 Telephone: 317-875-7000 Fax: 20 25 30 35 40 45 WATER CONTENT, % MOISTURE -DENSITY RELATIONSHIP Project Name: 136th St. & Carey Rd. Intersection Imp. Location: Hamilton County A&W File #: TZ 16133 INDOT Contract M Sheet 1 of 1 Sample ID Textural Classification Passing #10 Passing #40 Passing #200 Gravel /o Sand /o Silt /o Clay /o Colloid /o LL PL PI LOI /o Ca/Mg /o Soluble Sulfates ppm As Receive Moisture pH Sample #1 A-6 (12) CLAY 98.3 94.4 81.6 1.7 16.7 49.8 31.8 30.8 35 20 15 NT NT 0 19.5 7.5 Sample #2 A-7-6 (23) SILTY CLAY 99.9 98.9 95.5 0.1 4.4 50.8 44.6 43 21 22 NT NT 20 24.5 7.8 4iV Alt & Witzig Engineering, Inc. 4105 West 99th St. Carmel, IN 46032 Telephone: 317-875-7000 Fax: NOTE: NT = Not Tested Chemical Modification Summary Project Name: 136th St. & Carey Rd. Intersection Imp. Location: Carmel, IN - Hamilton County y A&ifi1 File #: TZ 16133 1 irIDOT Contract #: Fractions normalized to 100% passing the 2mm (#10) sieve S110, '•. : � do 80 : ............................... clay'... ; 70 ...............::::...............::............ oti C560 :..................................................... -` GS50........... ............. ........... .......... 00 ,Oct oo ��j► o s o C,O :...sandy....................................40..silty... :0 . clay clay ^o 3J 30 . silty blay ,sandy clay -loam Ctay Ibam loam. o 20 C 10................................`.:.;...............n............. .....�. .. to rt1..':.. sand :'sandy Ioarh'-.. : silty loam''•. silt a 'oo LOO 10 o 00 110, o `Po 'Po �o PERCENT SAND & GRAVEL (>0.075mm) M Sample ID AASHTO Classification Sand & Gravel % Silt % Clay % • Sample #1 A-6 12 CLAY 18.4 49.8 31.8 M Sample #2 A-7-6 23 SILTY CLAY 4.5 50.8 44.6 00 0 it Alt & Witzig Engineering, Inc. AASHTO Textural Classification Chart 4105 West 99th St. Project Name: 136th St & Carey Rd. Intersection Imp. i;Carmel, IN 46032 Telephone: 317-875-7000 Location: Carmel, IN - Hamilton County 2 Fax: DES M INDOT Contract M J 60 50 P L 40 a- -s s T I C T 30 A-6 Y 1 20 D A -7- E X 10 A-4 A-5 0 0 20 40 60 80 100 LIQUID LIMIT Specimen Identification LL PL PI Fines Classification (AASHTO M-145) • Sample #1 0.00 35 20 15 82 A-6 (12) CLAY M Sample #2 0.00 43 21 22 95 A-7-6 (23) SILTY CLAY Alt & Witzig Engineering, Inc. 4105 West 99th St. Carmel, IN 46032 Telephone: 317-875-7000 Fax: ATTERBERG LIMITS (AASHTO T-89 & T-90) Project Name: 136th St. & Carey Rd. Intersection Imp. Location: Carmel, IN - Hamilton County DES #: INDOT Contract #: 14 13.5 13 a 2.5 TZ -16133 136th St. & Carey Rd. Int. Imp. Carmel, IN Hamilton County 10/04/2016 h� - - - - - - - � - y` � ..ww w - � - - � � � 12 11.5 11 0 1 2 3 4 5 6 7 8 9 10 % Buffington LKD 100% Buffington LKD pH = 13.27 - s -Sample #1 —s—Sample #2