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Home My WebLink AboutR-2026-010 Approving Change Order 3 to Agreement with Julius Kaaz Construction Company for Vivion Road Trail Segment 1RESOLUTION NO. R-2026-010 A RESOLUTION APPROVING CHANGE ORDER 3 TO THE AGREEMENT WITH JULIUS KAAZ CONSTRUCTION COMPANY, INC. FOR VIVION RD TRAIL SEGMENT 1 RESULTING IN A REVISED CONTRACT AMOUNT OF $1,328,001.00 FOR SUCH PURPOSES WHEREAS, the City of Riverside ("City") issued an Invitation to Bid for the Vivion Rd Trail Segment 1 (Project No. TAP 3454[401]) ("Project") which was awarded to Julius Kaaz Construction Company, Inc. ("Julius Kaaz") pursuant to Resolution R-2025- 003: and WHEREAS, the Board of Aldermen finds that it is in the best interest of the City to approve Change Order 3 to the agreement with Julius Kaaz, resulting in a total revised contract amount not to exceed $1,328,001.00. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF ALDERMEN OF THE CITY OF RIVERSIDE, MISSOURI, AS FOLLOWS: THAT Change Order 3 to the Agreement between the City and Julius Kaaz, a copy of which is attached hereto and incorporated herein, is approved and the Mayor is authorized to execute the same on behalf of the City. The resulting revised total contract amount shall not exceed $1,328,001.00. FURTHER THAT the Mayor, City Administrator and all other required city officials are authorized to take such other actions and/or execute and deliver for and on behalf of the City all certificates, instruments, agreements and other documents as may be deemed necessary or convenient to carry out and comply with the intent of this Resolution. PASSED AND ADOPTED by the Board of Aldermen of the City of Riverside, Missouri, the 15th day of January 2026. Kathleen L. Rose, Mayor ATTEST: Melissa McChesney, City Clerk 'This change order is "non -participating" in the federal grant. CHANGE ORDER No. 3 CONTRACTOR: Julius Kaaz Construction Company, Inc. LPA: City of Riverside PROJECT NAME: Vivion Rd Trail Segment 1 PROJECT NO.: TAP 3454(401) The Contractor is hereby directed to make the following changes from the contract: 1. DESCRIPTION AND REASON FOR CHANGE: The below items are related to road / shoulder repair per MoDOT specifications from email dated 11/21/25 at 2:03PM with the exception of a proposed revision to the traffic control. Line 47 - Extending existing traffic control from 12/6/25 (end of calendar days) to anticipated notice to proceed (1/19/26) on road repair work. Line 49 - Mobilization of equipment. Line 50 - Traffic control for westbound lane open and eastbound detour. Line 51 - Demolition and removal of existing pavement and other items to prepare for concrete patch. Demotion includes saw cut joints per MoDOT specification. Line 52 - Installation of MoDOT Type 5 road base. Line 53- Installation of concrete pavement road patch, induding dowel bars to match MoDOT specifications. Concrete mix to match MoDOT specifications and mix design to be submitted by contractor to City for approval. Line 54 - Grinding of pavement to ensure smooth vehicle travel. Line 55 - Replacement of all disturbed pavement markings in the area. Line 56 - Joint sealant to meet MoDOT specifications. - 2. COST OF WORK AFFECTED BY THIS CHANGE ORDER. EST. LINE NO. | CONTRACT ITEM NO. | ITEM DESCRIPTION | UNITS PREVIOUSLY PROVIDED FOR | UNITS TO BE CONSTRUCTED | UNITS OVERRUN, UNDERRUN, CONTINGENT | UNIT | CONTRACT OR AGREED UNIT PRICE | AMOUNT OF OVERRUN OR PLUS CONTINGENT | AMOUNT OF UNDERRUN OR MINUS CONTINGENT 47 47 TRAFFIC CONTROL EXTENSION 6.00 12.00 6.00 LS $450.00 $2,700.00 49 49 MOBILIZATION 0.00 1.00 1.00 LS $11,500.00 $11,500 50 50 TRAFFIC CONTROL 0.00 1.00 1.00 LS $6,150.00 $6,160.00 51 51 REMOVALS 0.00 383.00 383.00 SY $33.00 $12,639.00 52 52 6" MODOT TYPE 5 BASE 0.00 383.00 383.00 SY $147.00 $56,301.00 53 53 10" CONCRETE PAVEMENT 0.00 383.00 383.00 SY $29.00 $11,107.00 54 54 PROFILOGRAPH/GRINDING 0.00 383.00 383.00 sy $26.00 $9,958.00 55 55 PAVEMENT MARKING 0.00 1.00 1.00 ls $1,760.00 $1,760.00 56 56 HOT POUR JOINT SEALANT 0.00 720.00 720.00 LF $5.35 $3,852.00 TOTALS: $115,977.00 | $0.00 3. SETTLEMENT FOR COST OF THE ABOVE CHANGE TO BE MADE AT CONTRACT UNIT PRICES, EXCEPT AS NOTED: N/A 4 COMMENTS: Previous contract extension was through 12/7/25. Requested extension of 74 days from 12/8/25 through 2/19/28 to allow time to work through road repair detail approval and road reconstruction. Julius Kaaz anticipates 15 working days within this period to complete the construction. 6 COST ADJUSTMENTS TO THE CONTRACT: 1. CONTRACT AMOUNT - | $1,259,259.00 2. OVERRUN THIS ORDER $115,977.00 | - 3. OVERRUN PREVIOUS $97,240.00 | - 4. UNDERRUN THIS ORDER $0.00 | - 5. UNDERRUN PREVIOUS $144,475.00 | - 6. PROJECT TOTAL - | $1,328,001.00 THE TERMS OF SETTLEMENT OUTLINED ABOVE ARE HEREBY AGREED TO: Kathleen L. Rose 1/15/2026 APPROVED: (OWNER) DATE Andrew J Berg - VP 1/14/2026 APPROVED: (CONTRACTOR) DATE APPROVED: (MODOT) DATE Matt Eblen 1/14/2026 APPROVED: (CONSTRUCTION ENGINEER) CITY OF RIVERSIDE MISSOURI Upstream from ordinary. January 12, 2026 MoDOT ATTN: Elliot Ligtenberg 600 NE Colbern Rd Lee's Summit, Missouri 64086 RE: Change Order 3 - Vivion Rd Trail Segment 1, TAP 3454(401) Dear Elliot: Attached please find the requested change order #3 for this project. This change order addresses the road repairs from the communications issued by MoDOT to the City on 11/10/25 (letter) and 11/21/25 (email with acceptable method of repair). The City is aware that since this change order addresses damage to the road, it is "non -participating" or no state / federal funds are allocated to this. Included are the following items: Line 47: Traffic control extension to keep the existing traffic control from 12/6/25 (end of calendar days) to anticipated notice to proceed (1/19/26). Line 49: Mobilization of equipment for the road repairs. Line 50: Traffic control specifically for the detours and road closures required for the road repairs. Line 51: Demolition and removal of existing pavement and other items to prepare for concrete patch. Demolition includes saw cut joints per MoDOT specification. Line 52: Installation of MoDOT Type 5 road base. Line 53: Installation of concrete pavement road patch, including dowel bars to match MoDOT specifications. Concrete mix to match MoDOT specifications. Line 54: If necessary, this is the grinding of the pavement to ensure smooth vehicle travel. Line 55: Replacement of all disturbed pavement markings in the area. Line 56: Joint sealant meeting MoDOT specifications installed at the joint between the existing and repaired road. Time extension: The City and the Contractor are requesting a time extension of 74 days due to the need for the road repairs and the period of time needed to work out the details of the road repairs. The City affirms that this is a reasonable extension to account for road repair detail approval and anticipated time of construction. Sincerely, Noel Bennion Capital Projects & Parks Manager (816) 741-3993 • Fax (816) 746-8349 • 2950 NW Vivion Road • Riverside, MO 64150 • www.riversidemo.com JULIUS KAAZ CONSTRUCTION CO., INC. GENERAL CONTRACTORS PHONE: (913) 682-3550 716 CHEROKEE, P.O. BOX 168 LEAVENWORTH, KANSAS 66048 Change Order Request TAP-3454(401) NW Vivion Rd Full Depth Repair 1/7/2026 All, FAX: (913) 682-7592 While excavating to place temporary shoring for the retaining wall at NW Vivion & Frontier Rd on 5/22/25, our on -site crew encountered a 2" fiber conduit that was off its location mark and not called out in the construction drawings. This conduit was placed in the proposed location of the temporary shoring, therefore it had to be relocated. On 5/23/25, we requested Verizon to meet on -site to discuss a solution. On 6/18/25, Verizon arrived on -site and attempted to expose the rest of the conduit. During the excavation to expose the conduit, it became evident that the guardrail and road was going to be undermined if the excavation continued any further. Therefore, the line had to be relocated to not conflict with the temporary shoring. Verizon's contractor left the site shortly after exposing the conduit and left open excavations with no protection. For the sake of time, we backfilled and stabilized their excavations. The line was not relocated until 8/22/2025. From 5/23/25 to 8/22/25, it rained 1/4" or more for at least 20 days, many of those days being record amounts of rainfall, which can be detrimental to an open excavation. Especially one that is next to an active roadway. This series of events caused the existing subgrade to wash out from underneath the road, which resulted in significant damage to the east bound lane of NW Vivion Rd. This also resulted in performing a majority of this project out of sequence, lost time, and an overrun on clean rock for backfilling the retaining wall, after the temporary shoring was removed. We do not believe that there is anything else we could have done to prevent this damage from happening to NW Vivion Rd. We took every precautionary measure to protect the road by following the approved engineered shoring design, as well as protecting the road with lime screenings and other rock base material as necessary. The edge of the road was left exposed for over 3 months while waiting for an unforeseen utility conflict to be resolved, with record amounts of rainfall. (Timeline referenced in CO2) With that being said, we believe that we are not liable for the damage to NW Vivion Rd, and that Verizon is responsible for the damage. Below is our proposal for to repair the road, per instructions from the City of Riverside. Cc: File OPTION 1 Item # DESCRIPTION QTY UNIT UNIT PRICE TOTAL PRICE N/A MOBILIZATION 1 LS $11,500.00 $11,500.00 N/A SAWCUT/REMOVALS KAAZ 383 SY $33.00 $12,639.00 N/A 6" MODOT TYPE 5 BASE KAAZ 383 SY $29.00 $11,107.00 N/A 10" CONCRETE PAVEMENT *** Contractor will place lane and shoulder at the same time KAAZ 383 SY $147.00 $56,301.00 N/A PROFILOGRAPH/GRINDING ***May not be applicable for this scenario. If not, this will be deducted. 383 SY $26.00 $9,958.00 N/A HOT POUR JOINT SEALANT KAAZ 720 LF $5.35 $3,852.00 N/A TRAFFIC CONTROL HEARTLAND TRAFFIC 1 LS $6,160.00 $6,160.00 N/A TRAFFIC CONTROL EXT HEARTLAND TRAFFIC 6 WEEK $450.00 $2,700.00 ***From 12/6/25 (Finish Date) to 1/19/26 (Assumed NTP Date) ***Will have another extension from NTP to finish N/A PAVEMENT MARKING HEARTLAND TRAFFIC 1 LS $1,760.00 $1,760.00 Estimated Cost: $115,977.00 Working Days Requested: 15 Days after approval Please advise if you would like to proceed with this work. If you have any other questions regarding this pricing or scope of work, please contact Andrew Berg at 913-682-3550 or e- mail aberg@jkaaz.com. The undersigned hereby certifies, under the penalty of law for perjury or falsification, that I am authorized to submit this contract adjustment request on behalf of the Contractor and to bind the Contractor, that the contract adjustment request is made in good faith and, to the best of the Contractor's knowledge and belief, is a true and complete statement of the estimated costs and time sought for the Contract Change and is authorized by the Contract. I further certify that no additional claims will be submitted related to this contract adjustment request, and the Contractor will maintain documentation that supports the contract adjustment request. Sincerely, Jody Kaaz President Cc: File The parties agree that the execution of this Change Order is made solely for the purpose of facilitating the timely completion of the Project and shall not constitute, nor be construed as, an admission of liability, fault, responsibility, or waiver of any claims, defenses, or rights by either party. Each party expressly reserves all rights, remedies, and positions available to it under the contract, at law, or in equity, including but not limited to the right to assert claims for additional compensation, delays, defects, errors, omissions, or impacts, as well as the right to dispute any such claims. Nothing in this Change Order shall be interpreted as a release or limitation of any party's rights, nor as an agreement to assign responsibility for any past, present, or future conditions, costs, or damages. Cc: File HEARTLAND TRAFFIC SERVICES, INC 913-428-2575 TWIN TRAFFIC MARKING K&G STRIPING TRAFFIC ZONE SERVICES To: Julius Kaaz Construction Address: 716 Cherokee Street Leavenworth, KS 66048 Contact: Andrew J. Berg Phone: 913-775-0070 Fax: CO Name: ONE LANE ROAD CLOSURE & DETOUR Project Location: Vivion Rd, Kansas City, MO CO ID: CO 2 CO Date: 12/29/2025 DELIVER, SETUP AND PICKUP OF TRAFFIC CONTROL EQUIPMENT FOR ONE LANE ROAD CLOSURE & DETOUR OF VIVION PER PROPOSED MARKUP. INCLUDES (1) CMS BOARD FOR DURATION OF CLOSURE ADD $1200/WEEK FOR EXTENDED RENTALS. LAYOUT AND INSTALL 180 LF OF WHITE EDGE LINE & 180 LF OF YELLOW DASHED CENTERLINE ON NEW ASPHALT SURFACE. MATERIALS TO BE WATERBORNE PAINT WITH GLASS BEADS PER MODOT STANDARDS. TO BE PERFORMED IN (1) MOBILIZATION, UNDER PROPOSED CLOSURE/DETOUR. Item Description | Estimated Quantity | Unit | Unit Price | Total Price ONE LANE ROAD CLOSURE & DETOUR (2 WEEKS) 1.00 LS $4,400.00 $4,400.00 VIVION ROAD PAVEMENT MARKINGS 1.00 LS $1,600.00 $1,600.00 Total Bid Price: $6,000.00 Notes: • General Terms: • Bid Price does not include payment performance bonds or waiver of subrogation. Each can be furnished for an additional cost as follows. Bond rate of 1.25% - $250 for waiver of subrogation. • Bid price does not indude attaining any permits required to perform work. All taxes and fees are excluded. • Includes standard C.O.I. extension to match owners' requirements. All railroad and/or spedalty insurance is excluded. • HTS estimate to be included in contract as an exhibit. • FITS to receive up-to-date plans and specifications prior to initial mobilization • Notice required 14-days in advance of scheduling date. HTS will make every consideration in scheduling projects for timely completion. • HTS does not agree to any project labor agreement obligations through this bid, nor will it agree to, whether through express or implied agreement, to any project labor agreement in connection with this project. • Terms of Traffic Control Bid Items: • Daily maintenance or inspections of traffic control equipment are not included in the base price. • Bid price does not indude the daily movement or maintenance of traffic control equipment. Contractor to be responsible for daily set-up and removal of applicable equipment. • Bid items delivered to one location, per project, as specified by prime contractor. All items shall be returned to same location before pick-up of equipment is arranged. Equipment may not be relocated to another project.. • Contractor is to provide a secure area for portable equipment when not in use or when contractor is not on location for periods of time. Contractor shall assume responsibility for replacement cost of traffic control items not returned or not returned in serviceable condition. • Should contractor require additional equipment that is not included as a bid item on project and/or shown in the plans at the time of bid, contractor shall assume responsibility for the additional cost of the equipment. • Bid price does not include any Flagman work. Flagging operations may be rented based on HTS daily rates. • Terms of Pavement Marking Bid Items: • We propose to furnish material and Labor in accordance with project specifications • One Mobilization is included in bid price unless otherwise stated on proposal • Permanent pavement markings will be installed when final surface is totally complete. Unit bid prices do not cover same day striping or any short term pavement markings • Pavement marking material must be installed per manufacturer/owner specifications. Heartland Traffic Services will not assume responsibility for temporary tape or permanent markings installed outside manufacturer's reccomendations. • Removal of existing markings is not included unless quoted as a bid item or noted on proposal. Sealing of asphalt or rumble strip due to grooving or marking obliteration is excluded • All items are quoted as a package. Call with questions. • Retainage to match owner's holding. • Quote not valid more than 60 days from bid date. Estimates beyond 60 days may change. 12/29/2025 10:54:15 AM Page 1 of 2 Payment Terms: Payment to match owners pay terms plus 10 days (or per state spec). Private work to be paid 30 days after invoice date. ACCEPTED: The above prices, specifications and conditions are satisfactory and hereby accepted. Buyer: Signature: Date of Acceptance: CONFIRMED: Heartland Authorized Signature: Estimator: Preston Green 8163153075 preston.green@heartlandtraffic.com 12/29/2025 10:54:15 AM Page 2 of 2 Traffic Control Map Julius Kaaz - Vivion Rd Trail Closure of EB Vivion Rd w/ Detour Route www.invarion.com JULIUS KAAZ CONSTRUCTION CO. Julius Kaaz Construction Co., Inc. 716 Cherokee St. Leavenworth, KS 66048 PH#: 913-682-3550 www.jkaaz.com TRANSMITTAL #: 25 DATE: January 7,2026 CONTRACT #: TAP-3454(401) GENERALCONTR4CTORS 816-756-0444 McClure Engineering FROM: Andrew Berg PH: 816-756-0444 ATTN: McClure Engineering ITEM BEING SENT | ITEM SUBMITTED FOR | ACTION TAKEN Contract | For Approval | Approved as Submitted Request for Info. | For Your Use | Approved as Noted Proposal Request | As Requested | Revise and Resubmit Shop Drawings | For Review and Comment As-Builts | For Bid Plans & Spec.'s Change Order Schedule Samples Submittals Item | COPY | DATE | DESCRIPTION | Approved | Approved As Noted | Rejected - | - | 1/7/2026 | Ready Mix Design - Geiger Ready Mix (Road Repair) McCLURE ENGINEERING CO. These shop drawings have been reviewed for general conformance with the design concept and intent of the Contract Documents. The General Contractor is solely responsible for the performance of the subject material in regards to verifying dimensions, fabrication processes, means, techniques, sequences and procedures of construction in accordance with the Contract Documents. Reviewed No Exception Taken _ Reject/Resubmit _ Reviewed With Comments/Exceptions _ No Review Necessary Reviewed by: meblen Date: 1/13/2026 Resubmitted shop drawings are reviewed only for responses to comments made to the Previous submittal. 1700 Swift Street, Suite 100 | North Kansas City, MO 64116 | 816.756.0444 Geiger Ready Mix Building Materials Since 1892 Submittal # 2020 01/13/2026 Customer: 4475 - Lexeco, Inc. Project Name: 41080 - RIVERSIDE VIVION RD TRAIL SEGMENT 1 Project Description: Dear Andrew Berg Per your request, please review the attached mix design submittal for the aforementioned project. The mix(es) have been proportioned in accordance with ACI 211-91 and the compressive strength evaluations meet ACI 318-19 requirements. The proposed mix proportions will perform as stated when test specimens are manufactured and tested in accordance with current ASTM standards and evaluated per ACI standards and practices. The mix(es) submitted for approval are as follows: Mix Code | Mix Description | W/CM | Slump | Tolerance | Air | Tolerance MO4USPR1 MODOT PAVE REPAIR | 0.37 | 4 | 1 | 6.00 | 1.50 Usage - PAVEMENT REPAIR The weights listed for each design are in pounds per cubic yard of fresh concrete. Aggregates are in saturated surface dry (SSD) condition and are adjusted for free moisture content at time of production. In order to insure accuracy, concrete should be ordered by the designated mix code. PLEASE NOTIFY THIS OFFICE AS TO THE ACCEPTANCE OR REJECTION OF THESE MIX DESIGNS PRIOR TO PLACING AN ORDER FOR CONCRETE. LACK OF RESPONSE PRIOR TO PLACEMENT SHALL CONSTITUTE ACCEPTANCE OF THE CONCRETE PRODUCED AS SUBMITTED. 1992 - 2026 Quadrel, Inc. Pagel Quadrel iService SM Geiger Ready Mix Building Materials Since 1892 COPIES OF CONCRETE TEST REPORTS ASTM C94/94M-19a, Section 6.8 states the Purchaser shall ensure that the Manufacturer is provided copies of all test reports of tests performed on concrete samples taken to determine compliance with specifications requirements. Reports should be provided on a timely basis. Geiger Ready Mix formally requests this information be forwarded to us in the most convenient and timely manner possible. We appreciate your assistance in including us on email distribution and/or mail distribution at the addresses below. This information enables us to monitor the performance of the concrete on your project as well as providing valuable data for the performance of the concrete for submittal on future projects. Testing for acceptance of all loads shall be at the point of discharge of our truck. Chad English General Manager Quality Control 4318 Speaker Rd Kansas City, KS 66106 (913) 915-0014 chadenglish@geigerreadymix.com Brenda Lowe General Manager Inside Sales 4318 Speaker Rd Kansas City, KS 66106 (913) 281-0666 brendalowe@geigerreadymix.com OPTIONAL PRODUCTS Fibers can be added to any concrete mix. The use of fiber is highly recommended when the evaporation rate is high (low humidity and high winds) to alleviate the potential for plastic shrinkage cracking due to moisture loss. Please contact us for more information on the various Fiber products available and ask how you can receive our EVAPORATION CALCULATOR emailed daily, as a customer service to keep you informed of the evaporation rate every day. Recover, a hydration stabilizer that will delay the initial set of concrete, can be added to any concrete mix and is recommended during Hot Weather (ambient temperatures above 85F) to increase the working time of the concrete. Daraset 400, a non -chloride accelerator that will increase the initial set of concrete, can be added to any concrete mix and is recommended during Cold Weather (ambient temperatures below 40F) or in applications where early compressive strength is desired. RECOMMENDED PRODUCTS Surface Shield, V-MAR 3 is a viscosity-modifying admixture used as a finishing aid to mitigate plastic shrinkage and dry shrinkage cracking during environmental conditions such as high evaporation rate. Thank you for the opportunity and please feel free to contact me with any questions or concems at 913-915-0014. Sincerely, Chad English General Manager Quality Control 1992 - 2026 Quadrel, Inc. Page 2 Quadrel iService SM Geiger Ready Mix Building Materials Since 1892 Submittal # 2020 Date: 01/13/2026 Mix Code: MO4USPR1 Description: MODOT PAVE REPAIR Customer: 4475 - Lexeco, Inc. Contact Andrew Berg Office Phone 913-764-4446 Project Name: 41080 - RIVERSIDE VIVION RD TRAIL SEGMENT 1 Project Contact Andrew Berg Usage/Placement PAVEMENT REPAIR Design | Tolerance Air Content 6.0 | 1.50 Slump 4 | 1 Design Strength 5000 | psi Unit Weight 142.0 | lb/ft3 WIC Ratio 0.37 Material Type | Description | Source | ASTM | Design Quantity | Specific Gravity | Volume (ft3) Cement | CP_IL | Central Plains Cement LLC | C595 | 818 Ib | 3.10 | 4.23 Coarse Aggregate | CC_3/4 | MMM | C33 | 1,694 Ib | 2.68 | 10.12 Fine Aggregate | SAND MO | HSG | C33 | 1,012 lb | 2.63 | 6.17 Water | WATER | CITY | C1602 | 299 lb | 1.00 | 4.79 Admixture | ADVA140 | GCP Applied Technologies | C494 | 3.0 dose | - | - Admixture | AIR | GCP Applied Technologies | C260 | 1.3 dose | - | - Air Content 6.00 % | - | 1.62 Yield 3823 Ib. | - | 27.00 NOTES MO6USPR1 - ADVA 140M DOSAGE RATE WILL BE INCREASED TO ACHIEVE A 6" SLUMP MAXIMUM OPTION - TETRA TECHNOLOGIES INC., LIQUID CALCIUM CHLORIDE, ASTM D 98-05 @ 1% - 2% Prepared By: GEIGER-KODY CAMPBELL Lab Manager 1992 - 2026 Quadrel, Inc. Page 3 Quadrel iService SM Missouri Department of Transportation-Construction and Materials Division Concrete Mix Design Submittal Form Concrete Supplier: Geiger Ready Mix Designer Name: Chad English Plant Location: Liberty Designer Phone No.: 913-281-0111 AWP Version 1.84 Date: 09/04/25 Print Pages 1 and 2 Print Pages 1 & 2 and mix analysis Note: This form should be submitted with a cover letter acknowledging which MoDOT contracts a mix is planned to be used on if any are known Components Mineral Producer | Type | Unit Wt (Ib/cf) | Sp. Gravity | Abs. | Ledges | Select Sample ID Fine Agg. | Holliday Sand & Gravel, Randolph | Natural Sand for Cone Class A | 111.00 | 2.62 | 0.4 | Missouri River Sand SAND | 25KCT4S013 Interm. Agg. | Coarse Agg. | Martin Marietta, Randolph | PCCP or Masonry 1" Max LS/DO | 101.00 | 2.67 | 0.6 | Cedar Valley 1 CV | 24KCT4S031 Cement | Central Plains Cement, Sugar Creek | Portland Cement Type I L Limestone | - | 3.10 | 25MMMV020 Fly Ash GGBFS/SF Admixtures | Source | Type | Brand Name | Enter Sample ID #1 | Chryso Inc., Chicago, IL (W 51st) (GCP App Tech) @ | Air Entraining Agent for Concrete @ | Daravair 1400 (IL) W 51st St. @ | 25MPAL3719 #2 | Chryso Inc., Houston, TX (GCP App Tech) @ | Type A Water Reducing Agent for Concre @ | ADVA 140 M (TX) @ | 25MPAL3720 #3 | Chryso Inc., Chicago, IL (W 51st) (GCP App Tech) @ | Air Entraining Agent for Concrete @ | TERAPAVE AEA (IL) W 51 st St. @ | 25MPAL0422 #4 | Chryso Inc., Houston, TX (GCP App Tech) © | Type D Water Reduce & Retard Admix Con @ | RECOVER (TX) @ | 25MPAL3721 Proportions and Properties (for up to five mixes) MoDOT Mix ID (to be filled in by MoDOT) | Class | Water Factor gal/sak | Slump | % Air 25KCPAQC157G | PCCP | 4.12 | 8.70 | 4.00 | 6.0 | - Cubic Yard Batch Rates (lbs) Cement | Fly Ash | GGBFS/SF | F.A. | I.A. (CA#2) | C.A. | Water 818 | - | - | 1012 | - | 1694 | 299 Admixture Rate Range Admix #1 oz/cwt | Admix #2 oz/cwt | Admix #3 oz/cwt | Admix #4 oz/cwt | Enter Full Mix Type 0.1-10 | 0-10 | 0-10 | 0-10 | Concrete, Pav QCQA Central Plains Cement Company Type IL (12) Mill Test Report Month of Issue: Apr-25 Plant: Sugar Creek Plant Product: Type IL (12) Manufactured: Mar-25 The current version of ASTM C595 and AASHTO M240 Standard Requirements CHEMICAL ANALYSIS Item | Spec limit | Test Result Rapid Method, X-Ray (C 114) Sulfate as SO3 (%) | 3.0 max* | 3.2 Loss on ignition (%) | 10.0 max | 5.89 CaCO3 in Limestone (%) | 40 min | 93 Total CaCO3 and MgCO3 in Limestone (%) | 70 min | 93 PHYSICAL ANALYSIS Item | Spec limit | Test Result Air content of mortar (%) (C 185) | 12 max | 8 Blaine Fineness (m2/kg) (C 204) | — | 426 Fineness, No. 325 sieve, (% retained) (C430) | — | 1.4 Compressive strength (PSI) (C 109) 3 days | 1890 min | 4220 7 days | 2900 min | 5300 28 days (Reflects previous month's data) | 3620 min | 6810 Time of setting (minutes) Vicat Initial (C191) | 45-420 | 95 Mortar Bar Expansion (%) (C 1038) .02 max | 0.006 Density (g/cm3) (C188) | - | 3.10 *Default table maximum may be exceeded if C1038 limit <0.02% expansion at 14 days is met. We certify that the above described cement meets the chemical and physical requirements of the current version of ASTM C595 and AASHTO M240. Sugar Creek Plant 2200 N Courtney Rd. Sugar Creek, MO 64050 816-257-5178 Certified By: Steve Lane - Quality Coordinator 4/16/2025 UESTM Client Name: Holliday Sand & Stone Address: 9660 Legler Road Lenexa, KS 66219 Project Name: 2025 On -Call Testing Aggregate Source: Location: Sampled By: Client Date: 5/1/2025 Tested By: A. Coates/ K. Boord Date: 6/3/2025 Project No.: A17129.00002.001 Report Date: 7/23/2025 Lab No.: 4640-25 Sample Location: Plant #9 - Randolph Aggregate Source: MO River Sand Aggregate Type: C33 Select Reviewed By: S. Biritz Sieve Analysis, ASTM C136 (table) Sieve Size | X | Passing Retained | Specification ASTM C-33 FA -A % Accumulative | Min | Max 6" 5" 4" 3" 2" 1-1/2" 1" 3/4" 1/2" 3/8" | 100 | 100 # 4 | 100 | 95 | 100 # 8 | 98 | 80 | 100 # 10 # 16 | 70 | 50 | 85 # 20 # 30 | 49 | 25 | 60 # 40 # 50 | 19 | 5 | 30 # 80 # 100 | 1 | 0 | 10 # 200 | 0.2 | 0 | 3.0 Fineness Modulus | 2.63 | 2.30-3.10 Max spread between sieves | 30 Test Standards are ASTM unless otherwise noted (table) Test | Standard | Results Dry Rodded Unit Wt, Method A | C29 | - Density pcf | - | 115 | - % Voids | - | 30 Organic Content | C40 | 1 | Lighter than 3 Clay Lumps & Friable Particles, % | C142 | 0.0 | ≤3.0 Lightweight Particles | C123 | 0.1 | ≤0.5 % Coal & Lignite | - | 0.1 Sample Mass 208.6 - g Zinc Chloride & Water (spg 2.0) Water Soluble Chloride Content | T260 | 0.001 Sand Equivalent Value | D2419 | 99 Soundness - Mg Sulfate, % Loss | C88 Soundness - Mg Sulfate, % Loss | C88 4.75mm to 2.36mm | - | 3 2.36mm to 1.18mm | - | 3 1.18mm to No.30 | - | 2 No. 30 to No. 50 | - | 2 Weighted Average | - | 3 | 15 Max Specific Gravity Absorption, % | C128 | 0.3 | 3.0 Max Bulk, Dry | C128 | 2.624 Bulk, SSD | C128 | 2.632 Apparent | C128 | 2.645 Angela D. Coates, Laboratory Supervisor This report is for the exclusive use of the client to whom it is addressed and is applicable only to the actual material sampled. No opinion of the suitability of the product for which the material is used is expressed or implied. UES. Comments: AASHTO T260 -Water Soluble Chloride Content test is performed by American Engineering & Testing Martin Marietta Period 02/27/2025 - 08/27/2025 Product Certification Plant 36406 Randolph Quarry Product 2871 ASTM C33 Size 57/67 Type Coarse Aggregate Specification ASTM C33 Size 57/67 Tests | Gradation | FM 519 | 1" | 3/4" | 1/2" | 3/8" | #4 | #8 | #200 Average | 100 | 93 | 49 | 28 | 3 | 1 | 0.9 SD | 0 | 2 | 4 | 4 | 1 | 1 | 0.2 USL | 100 | 100 | 60 | 55 | 10 | 5 | 2 LSL | 100 | 90 | 25 | 20 | 0 | 0 | 0 Physical Properties Name | Procedure | Result | Specification | Lab | Date SPGR (Apparent,Gsa) | ASTM C127 | 2.72 | - | Thiele Geotech | 08/27/2025 SPGR (SSD) | ASTM C127 | 2.68 | - | Thiele Geotech | 08/27/2025 SPGR (Dry,Gsb) | ASTM C127 | 2.66 | - | Thiele Geotech | 08/27/2025 Absorption % | ASTM C128 | 0.7 | - | Thiele Geotech | 08/27/2025 Flat/Elongated (5:1) % | ASTM D4791 | 0.1 | - | Thiele Geotech | 08/27/2025 Soundness (MgSO4) % | ASTM C88 | 6.4 | - | Thiele Geotech | 08/27/2025 LA Abrasion (B,500) % | ASTM C131 | 23 | - | Thiele Geotech | 08/27/2025 Clay and Friable % (Wt.) | ASTM C142 | 0.1 | - | Thiele Geotech | 08/27/2025 Chert (Lightweight) % | ASTM C123 (<2.4 SpG) | 0.0 | - | Thiele Geotech | 08/27/2025 Chlorides (Water Soluble) ppm | AASHTO T291 | 60 | - | Thiele Geotech | 08/27/2025 08/27/2025 StonemontQC Name William (Bill) Beggs Title KC District QC Manager BOWSER-MORNER, INC. Delivery Address: 4518 Taylorsville Road • Dayton, Ohio 45424 Mailing Address: P. O. Box 51 • Dayton, Ohio 45401 AASHTO/ISO 17025 Accredited LABORATORY REPORT Report To: Martin Marietta Attn: Bill Beggs 7381 W. 133rd. St.; Suite 401 Overland Park, KS 66213 Date: March 12, 2024 W.O. No.: 212454 Report No.: 139109 No. of Pages: 4 Report On: Rapid Freeze Thaw Testing of One Crushed Limestone Sample Source: Randolph, MO Mine Sample ID: #2871; 3A"; #57/67; Cedar Valley On November 10, 2023, one sample of crushed limestone was submitted to our laboratory for determination of freeze-thaw durability. The sample was tested as specified by the client and in accordance with, the following procedures. ASTM C 215, "Fundamental Transverse, Longitudinal, and Torsional Frequencies of Concrete Specimens." ASTM C 666, "Resistance of Concrete to Rapid Freezing and Thawing." (Method B) ASTM C1646, "Making and Curing Test Specimens for Evaluating Frost Resistance of Coarse Aggregate in Air -Entrained Concrete by Rapid Freezing and Thawing." Results are summarized below and detailed on the attached data sheets. Test Parameter | Results Average Length Change @ 300 Cycles, %: | 0.008 Relative Dynamic Modulus of Elasticity @ 300 Cycles, %: | 101 Aggregate Durability Factor @ 300 Cycles, %: | 101 Should you have any questions, or if we may be of further service, please contact me at (937) 236-8805, extension 329. SDR/sdr 139109 1-File 1-bill.beggs@martinmarietta.com Respectfully submitted, BOWSER-MORNER, INC. Scott D. Ruhkamp, Supervisor Special Projects Section Construction Materials Laboratory All Reports Remain The Confidential Property Of BOWSER-MORNER And No Publication Or Distribution Of Reports May Be Made Without Our Express Written Consent, Except As Authorized By Contract. Results Contained In This Repot Are Reflective Only ofThe Items Calibrated or Tested. Unless Otherwise Agreed Samples Or Specimens Will Be Discarded Or Returned At Bowser -Moaners Discretion. AASEITO/ISO 17025 Accreditation applies only to the parameters imitated in BOWSER-MORNERS current scope of accreditation. Cm to 1N\w bammsermaomer.Ram mc.edflations for reviews. W.O. No. 212454 Report No. 139109 Date March 12, 2024 Page 2 MARTIN MARIETTA RANDOLPH, MO MINE Batch Parameters Material: Concrete Sand (Lab Standard) Parameter Bulk Dry GS 2.609 Bulk SSD Gs 2.619 Absorption, % 0.4 Material: #2871; 3/4", #57/67 crLS Cedar Valley Parameter Bulk Dry GS 2.665 Bulk SSD Gs 2.686 Absorption, % 0.8 Material: Batch Weights (1.25 cu. Parameter Cement, lbs. 24.1 Water, lbs. 10.8 CA, lbs. 84.2 FA, lbs. 62.9 Entrained Air, % 6.3 Slump, inches. 2 1/4 Unit Weight, pcf. 146.1 W/C Ratio 0.45 Cement Factor 522 Material: Concrete Cylinders Parameter Strength @ 7-days, psi 4390 Strength @ 14-days, psi 4910 Strength @ 28-days, psi 5440 BOWSER MORNER W.O. No. 212454 Report No. 139109 March 12, 2024 Page 3 MARTIN MARIETTA RANDOLPH, MO MINE ASTM C 666 Method B "Resistance of Concrete to Rapid Freezing and Thawing" Effective Gage Length, in. 14.00 Sample ID: #2871; 3/4"; #57/67 crLS; Cedar Valley No. | Cycle No. | Expansion, inches 1, 2, 3 | No. of Cycles | Expansion, % 1, 2, 3, Avg 1 | 1104 | 0.0904 | 0.1194 | 0.1130 | 0 | 0.0000 | 0.0000 | 0.0000 | 0.0000 2 | 1111 | 0.0906 | 0.1196 | 0.1132 | 7 | 0.0014 | 0.0014 | 0.0014 | 0.0014 3 | 1142 | 0.0909 | 0.1199 | 0.1135 | 38 | 0.0036 | 0.0036 | 0.0036 | 0.0036 4 | 1164 | 0.0911 | 0.1200 | 0.1136 | 60 | 0.0050 | 0.0043 | 0.0043 | 0.0045 5 | 1196 | 0.0910 | 0.1200 | 0.1136 | 92 | 0.0043 | 0.0043 | 0.0043 | 0.0043 6 | 1222 | 0.0911 | 0.1203 | 0.1139 | 118 | 0.0050 | 0.0064 | 0.0064 | 0.0060 7 | 1252 | 0.0910 | 0.1201 | 0.1138 | 148 | 0.0043 | 0.0050 | 0.0057 | 0.0050 8 | 1275 | 0.0912 | 0.1203 | 0.1139 | 171 | 0.0057 | 0.0064 | 0.0064 | 0.0062 9 | 1310 | 0.0912 | 0.1200 | 0.1138 | 206 | 0.0057 | 0.0043 | 0.0057 | 0.0052 10 | 1332 | 0.0914 | 0.1204 | 0.1141 | 228 | 0.0071 | 0.0071 | 0.0079 | 0.0074 11 | 1365 | 0.0915 | 0.1206 | 0.1144 | 261 | 0.0079 | 0.0086 | 0.0100 | 0.0088 12 | 1391 | 0.0915 | 0.1205 | 0.1143 | 287 | 0.0079 | 0.0079 | 0.0093 | 0.0083 13 | 1427 | 0.0914 | 0.1205 | 0.1144 | 323 | 0.0071 | 0.0079 | 0.0100 | 0.0083 - | - | - | - | - | 300 | 0.0076 | 0.0079 | 0.0096 | 0.0083 (chart) No. FT Cycles -vs- Length Change % Elapsed No. Cycles W.O. No. 212454 Report No. 139109 March 12, 2024 Page 4 MARTIN MARIETTA RANDOLPH, MO MINE ASTM C 215, "Fundamental Transverse, Longitudinal, and Torsional Resonant Frequencies of Concrete Specimens" Termination Cycle: 300 Sample ID: #2871; 3/4"; #57/67 crLS; Cedar Valley No. | Cycle No. | Fundamental Transverse Frequency, HZ 1, 2, 3 | No. of Cycles | Relative Dynamic Modulus of Elasticity, % 1, 2, 3, Avg 1 | 1104 | 1876 | 1848 | 1896 | 0 | 100.0 | 100.0| 100.0 | 100.0 2 | 1111 | 1871 | 1844 | 1892 | 7 | 99.5 | 99.6 | 99.6 | 99.5 3 | 1142 | 1866 | 1839 | 1886 | 38 | 98.9 | 99.0 | 98.9 | 99.0 4 | 1164 | 1866 | 1837 | 1885 | 60 | 98.9 | 98.8 | 98.8 | 98.9 5 | 1196 | 1871 | 1841 | 1891 | 92 | 99.5 | 99.2 | 99.5 | 99.4 6 | 1222 | 1872 | 1841 | 1890 | 118 | 99.6 | 99.2 | 99.4 | 99.4 7 | 1252 | 1252 | 1875 | 1845 | 148 | 99.9 | 99.7 | 99.7 | 99.8 8 | 1275 | 1879 | 1847 | 1896 | 171 | 100.3 | 99.9 | 100.0 | 100.1 9 | 1310 | 1882 | 1851 | 1900 | 206 | 100.6 | 100.3 | 100.4 | 100.5 10 | 1332 | 1881 | 1850 | 1900 | 228 | 100.5 | 100.1 | 100.3 | 100.3 11 | 1365 | 1882 | 1850 | 1900 | 261 | 100.6 | 100.2 | 100.4 | 100.4 12 | 1391 | 1888 | 1854 | 1903 | 287 | 101.3 | 100.7 | 100.7 | 100.9 13 | 1427 | 1888 | 1854 | 1902 | 323 | 101.3 | 100.7 | 100.6 | 100.9 - | - | - | - | - | 300 | 101.3 | 100.7 | 100.7 | 100.9 (chart) No. FT Cycles -vs- Relative Dynamic Modulus of Elasticity Relative Dynamic Modulus of Elasticity, % Elapsed No. Cycles chryso SAINT-GOBAIN Chad English Geiger Ready Mix 4318 Speaker Road. Kansas City, KS. 66106 17 January 2025 Mr. English, This is to certify that DARAVAIR®1400, an air-entraining admixture, as manufactured and supplied by Chryso, Inc., is formulated to comply with the Standard Specification for Air-Entraining Admixtures for Concrete, ASTM C 260 (AASHTO M 154) DARAVAIR 1400 does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process water used in the manufacturing. If you have any questions, or need anything else, please let me know. Thomas M. Greene, FACI Regional Technical Services Manager - Southwest Chryso Thomas.m.greene@gcpat.com (281) 795-3224 SAINT-GOBAIN SAINT-GOBAIN CONSTRUCTION CHEMICALS CHRYSO - 3958 Ruger Drive - Royse City, TX 75189 - United States GCP Applied Technologies - 2325 Lakeview Parkway - Alpharetta, GA 30009 - United States Product Data Sheets gcp applied technologies DARAVAIR® 1400 Air-entraining admixture ASTM C260 Product Description DARAVAIR® 1400 is a liquid air -entraining admixture that provides freeze -thaw resistance, yield control and finishability performance across the full range of concrete mix designs. DARAVAIR® 1400 is a clean, light -orange product designed to generate specification -quality air systems. Based on a high-grade saponified rosin formulation, DARAVAIR ® 1400 is chemically similar to vinsol-based products, but with increased purity and supply dependability. DARAVAIR 1400 weighs approximately 8.5 Ibs/gal (1.02 kg/L). DARAVAIR® 1400 does not contain intentionally added chloride. Uses DARAVAIR® 1400 may be used wherever the purposeful entrainment of air is required by concrete specifications. Formulated to perform across the entire spectrum of production mixes, DARAVAIR® 1400 generates quality, freeze -thaw resistant air systems in concrete conditions that include the follow • Low slump • Paving • Central mix • Extruded slip form • Mixes containing hot water and accelerators • Precast • High cement factor • Fly ash and slag • Superplasticizers • Manufactured sands Product Advantages • Rapid air build suitable for short mix cycles • Excellent performance in paving applications Compatibility with Other Admixtures and Batch Sequencing DARAVAIR® 1400 is compatible with most GCP admixtures as long as they are added separately to the concrete mix. In general, it is recommended that DARAVAIR® 1400 be added to the concrete mix near the beginning of the batch sequence for optimum performance, preferably by "dribbling" on the sand. Different sequencing may be used if local testing shows better performance. Please see GCP Technical Bulletin TB- 011 0, Admixture Dispenser Discharge Line Location and Sequencing for Concrete Batching Operationsfor further recommendations. DARAVAIR® 1400 should not be added directly to heated water. Page 1 of 3 Product Data Sheets gcp applied technologies Pretesting of the concrete mix should be performed before use, as conditions and materials change in order to assure compatibility, and to optimize dosage rates, addition times in the batch sequencing and concrete performance. Please consult your GCP Applied Technologies representative for guidance. Performance Air is incorporated into the concrete by the mechanics of mixing and stabilized into millions of discrete semi -microscopic bubbles in the presence of a specifically designed air -entraining admixture such as DARAVAIR® 1400. These air bubbles act much like flexible ball bearings increasing the mobility, or plasticity and workability of the concrete. This can permit a reduction in mixing water with no loss of slump. Placeability is improved. Bleeding, plastic shrinkage and segregation are minimized. Through the purposeful entrainment of air, DARAVAIR® 1400 markedly increases the durability of concrete to severe exposures particularly to freezing and thawing. It has also demonstrated a remarkable ability to impart resistance to the action of frost and de-icing salts as well as sulfate, sea and alkaline waters. Addition Rates There is no standard addition rate for DARAVAIR® 1400. The amount to be used will depend upon the amount of air required for job conditions, usually in the range of 4% to 8%. Typical factors which might influence the amount of air -entraining admixture required are temperature, cement, sand gradation, and the use of extra fine materials such as fly ash and microsilica. Typical DARAVAIR® 1400 addition rates range from IA to 3 fl oz/100 Ibs (30 to 200 mL/ 100 kg ) of cement. The air -entraining capacity of DARAVAIR® 1400 is usually increased when other concrete admixtures are contained in the concrete, particularly water -reducing admixtures and water -reducing retarders. This may allow up to 2/3 reduction in the amount of DARAVAIR® 1400 required. Concrete Mix Adjustment Entrained air will increase the volume of the concrete making it necessary to adjust the mix proportions to maintain the cement factor and yield. This may be accomplished by a reduction in water requirement and aggregate content. Dispensing Equipment A complete line of accurate automatic dispensing equipment is available. These dispensers can be located to discharge into the water line, the mixer, or on the sand. Packaging & Handling DARAVAIR® 1400 is available in bulk, delivered by metered tank trucks, totes and drums. Page 2 of 3 Product Data Sheets gcp applied technologies DARAVAIR 1400 will freeze at about 30 °F (-1 °C) but its airentraining properties are completely restored by thawing and thorough mechanical agitation. Specifications Concrete shall be air entrained concrete, containing 4 to 8% entrained air. The air contents in the concrete shall be determined by the pressure method (ASTM Designation C231) or volumetric method (ASTM Designation C173). The air -entraining admixture shall be a completely neutralized rosin solution, such as DARAVAIR® 1400, as manufactured by GCP Applied Technologies, or equal, and comply with Standard Specification for Air -Entraining Admixtures (ASTM Designation C260). The air -entraining admixture shall be added at the concrete mixer or batching plant at approximately % to 3 fl oz/100 Ibs (30 to 200 mL/100 kg) of cement, or in such quantities as to give the specified air contents. gcpat.com | North America Customer Service: 1 877-4AD-MIX1 (1 877-423-6491) We hope the information here will be helpful. It is based on data and knowledge considered to be true and accurate, and is offered for consideration, investigation and verification by the user, but we do not warrant the results to be obtained. Please read all statements, recommendations, and suggestions in conjunction with our conditions of sale, which apply to all goods supplied by us. No statement, recommendation, or suggestion is intended for any use that would infringe any patent, copyright, or other third party right. DARAVAIR is a trademark, which may be registered in the United States and/or other countries, of GCP Applied Technologies Inc. This trademark list has been compiled using available published information as of the publication date and may not accurately reflect current trademark ownership or status. © Copyright 2019 GCP Applied Technologies Inc. All rights reserved. GCP Applied Technologies Inc., 62 Whittemore Avenue, Cambridge, MA 02140 USA. In Canada, 294 Clements Road, West, Ajax, Ontario, Canada L1 S 3C6. This document is only current as of the last updated date stated below and is valid only for use in the United States. It is important that you always refer to the currently available information at the URL below to provide the most current product information at the time of use. Additional literature such as Contractor Manuals, Technical Bulletins, Detail Drawings and detailing recommendations and other relevant documents are also available on www.gcpat.com. Information found on other websites must not be relied upon, as they may not be up-to-date or applicable to the conditions in your location and we do not accept any responsibility for their content. If there are any conflicts or if you need more information, please contact GCP Customer Service. Last Updated: 2019-08-13 gcpat.com/solutions/products/daravair-1400 Page 3 of 3 chryso SAINT-GOBAIN Chad English Geiger Ready Mix 4318 Speaker Road. Kansas City, KS. 66106 17 January 2025 Mr. English, This is to certify that ADVA® 140M, a high -range, water -reducing admixture, as manufactured and supplied by Chryso, Inc., is formulated to comply with the Standard Specification for Chemical Admixtures for Concrete, ASTM C 494, Type A & F (AASHTO M 194, Type A & F). ADVA 140M does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process water used in the manufacturing. If you have any questions, or need anything else, please let me know. Thomas M. Greene, FACI Regional Technical Services Manager - Southwest Chryso Thomas.m.greene@gcpat.com (281) 795-3224 SAINT-GOBAI N SAINT-GOBAIN CONSTRUCTION CHEMICALS CHRYSO - 3958 Ruger Drive - Royse City, TX 75189 - United States GCP Applied Technologies - 2325 Lakeview Parkway - Alpharetta, GA 30009 - United States Product Data Sheets gcp applied technologies ADVA® 1 40M High-range water-reducing admixture -- ASTM C494 Type A and F and ASTM C1017 Type Product Description ADVA®140M is a high -range water -reducing admixture based on polycarboxylate technology specifically formulated to meet the needs of the concrete industry. ADVA®140M meets the requirements of ASTM C494 as a Type A and F, and ASTM C1017 Type I. One gallon weighs approximately 8.8 Ibs (1.1 kg/L) and does not contain intentionally added chloride. It is a low viscosity liquid that has been formulated by the manufacturer for use as received. Product Advantages • Can be used as a high -range water reducer as well as a mid -range water reducer providing production flexibility • Consistent air entrainment • Consistent performance across cement chemistries • Provides a superior combination of long slump life with near neutral set time • Concrete finishes easily without stickiness, tearing or spotty set characteristics Uses ADVA®140M has been used successfully in a wide variety of concrete applications for high -slump, low water-to-cementitious ratio concrete requiring a high -range water reducer to flatwork in residential applications requiring a mid -range water reducer. ADVA®140M produces concrete with excellent workability characteristics for high slump and moderate slump concrete. ADVA®140M is ideal for use in any concrete where it is desired to keep the water/cementitious ratio to a minimum and still achieve the high strength and degree of workability necessary to provide easy placement and consolidation. ADVA®140M will also fluidize concrete making it ideal for tremie concreting or other applications where high slumps are desired. Addition Rates Addition rates of ADVA®140M can vary with type of materials and application. The addition rate can range between 2 oz/cwt and 20 oz/cwt (130 mL/100 kg and 1300 mL/100 kg) of cement. Typical addition rates are: • High -range water reducer-9 to 16 oz/cwt (590 to 1040 mL/100 kg) • Mid -range water reducer-5 to 9 oz/cwt (325 to 590 mL/100 kg) Page 1 of 3 Product Data Sheets gcp applied technologies Optimal addition rates will depend on other concrete mixture components, job conditions, and desired performance characteristics. At a given water/cementitious ratio, the slump required for placement can be controlled by varying the addition rate. Should job site conditions require using more than recommended addition rates, please consult your GCP Applied Technologies representative. Compatibility with Other Admixtures and Batch Sequencing ADVA®140M is compatible with most GCP admixtures as long as they are added separately to the concrete mix. However, ADVA®products are not recommended for use in concrete containing naphthalenebased admixtures including DARACEM®19 and DARACEM®100, and melamine -based admixtures including DARACEM 065. In general, it is recommended that ADVA®140M be added to the concrete mix near the end of the batch sequence for optimum performance. Different sequencing may be used if local testing shows better performance. Please see GCP Technical Bulletin TB-0110, Admixture Dispenser Discharge Line Location and Sequencing for Concrete Batching Operations for further recommendations. Pretesting of the concrete mix should be performed before use and as conditions and materials change in order to assure compatibility with other admixtures, and to optimize dosage rates, addition times in the batch sequencing and concrete performance. For concrete that requires air entrainment, the use of an ASTM C260 air -entraining agent (such as DARAVAIR®or DAREX®product lines) is recommended to provide suitable air void parameters for freezethaw resistance. Please consult your GCP Applied Technologies representative for guidance. Packaging & Handling ADVA®140M is available in bulk, delivered by metered tank trucks, totes and drums. It will begin to freeze at approximately 32 ° F (0 ° C), but will return to full strength after thawing and thorough agitation. In storage, and for proper dispensing, ADVA®140M should not experience prolonged exposure below 32°F (0°C) nor above 132°F (55°C). Dispensing Equipment A complete line of accurate, automatic dispensing equipment is available. ADVA® 140M ASTM C494 Type F High -Range Water Reducer Test Data US UNITS - CONTROL | US UNITS - ADVA® 140M METRIC - CONTROL | METRIC-CONTROL | METRIC-ADVA® 140m Cement (pcy) (kg/m3) | 517 | 517 | 307 | 307 Coarse aggregate (pcy) (kg/m3) | 1944 | 1944 | 1153 | 1153 Fine aggregate (pcy) (kg/m3) | 1444 | 1214 | 679 | 720 Water (pcy) (kg/m3) | 235 | 201 | 139 | 119 Page 2 of 3 Product Data Sheets gcp applied technologies US UNITS - CONTROL | US UNITS - ADVA® 140M METRIC - CONTROL | METRIC-CONTROL | METRIC-ADVA® 140m w/cm | 0.455 | 0.389 | 0.455 | 0.389 Slump (inches) | 3.75 | 3.75 | 95 | 95 Plastic air (%) | 5.5 | 5.5 | 5.5 | 5.5 Compressive strength 1 day (psi) (MPa) | 1860 | 2750 | 12.8 | 19.0 7 day (psi) (MPa) | 4520 | 5850 | 31.2 | 40.3 28 day (psi) (MPa) | 5440 | 6640 | 37.5 | 45.8 Initial set time (hr:min) | 4:02 | 4:18 | 4:02 | 4:18 Length change 28 day (%) | -0.031 | -0.024 | -0.031 | -0.024 Freeze -thaw resistance | 92 | 96 | 92 | 96a (RDME %) gcpat.com | North America Customer Service: 1 877-4AD-MIX1 (1 877-423-6491) This product or its use may be covered by US Patent Nos. 6,441,054; 7,972,436; 7,462,236. We hope the information here will be helpful. It is based on data and knowledge considered to be true and accurate, and is offered for consideration, investigation and verification by the user, but we do not warrant the results to be obtained. Please read all statements, recommendations, and suggestions in conjunction with our conditions of sale, which apply to all goods supplied by us. No statement, recommendation, or suggestion is intended for any use that would infringe any patent, copyright, or other third party right. ADVA, DARACEM, DAREX, DARAVAIR are registered trademarks, which may be registered in the United States and/or other countries, of GCP Applied Technologies Inc. This trademark list has been compiled using available published information as of the publication date and may not accurately reflect current trademark ownership or status. © Copyright 2018 GCP Applied Technologies Inc. All rights reserved. GCP Applied Technologies Inc., 62 Whittemore Avenue, Cambridge, MA 02140 USA. In Canada, GCP Canada, Inc., 294 Clements Road, West, Ajax, Ontario, Canada L1S 3C6. This document is only current as of the last updated date stated below and is valid only for use in the United States. It is important that you always refer to the currently available information at the URL below to provide the most current product information at the time of use. Additional literature such as Contractor Manuals, Technical Bulletins, Detail Drawings and detailing recommendations and other relevant documents are also available on www.gcpat.com. Information found on other websites must not be relied upon, as they may not be up-to-date or applicable to the conditions in your location and we do not accept any responsibility for their content. If there are any conflicts or if you need more information, please contact GCP Customer Service. Last Updated: 2019-03-13 gcpat.com/solutions/products/adva-high-range-water-reducers/adva-140 m Page 3 of 3 PRODUCT DATA SHEET CALCIUM CHLORIDE PRODUCT LIQUID CALCIUM CHLORIDE OVERVIEW Liquid Calcium Chloride (CaCl2) is an odorless, slightly alkaline, colorless fluid. Liquid Calcium Chloride is available in a variety of concentrations and grades, including food grade and NSF certified. With our proprietary manufacturing process, TETRA Chemicals uses quality hydrochloric acid and high purity limestone as raw materials to produce CaCl2. This results in CaCl2with very low levels of alkali metals, iron, and other impurities when compared to other manufacturers that produce CaCl2 from brines. AVAILABILITY Liquid CaCl2 is available from select plant and terminal locations throughout North America. For the location nearest you, contact your TETRA sales or customer service representative. APPLICATIONS Liquid CaCl2 is used in various applications to retard cold weather hazards, including snow and ice control on roadways (meets or exceeds ASTM D98-15 and AASHTO M 144-14 (2018) standards. It is also used as an accelerator for ready -mix concrete curing, and as an anti -freeze for coal storage and transportation. This product is widely used in oilfield applications as completion and workover fluids, and as a drilling mud additive to increase density and prevent clay hydration. Liquid CaCl2 can also be used as: a fugitive dust control agent and roadbed stabilizer. a weighting fluid for tractor tires to improve traction. an inexpensive source of calcium in wastewater treatment to remove fluoride and break oil/water emulsions. a low -temperature brine in refrigeration systems. an additive in many other industrial applications. SAFETY AND HANDLING • Refer to the Safety Data Sheet for specific details. PHYSICAL PROPERTIES Appearance Colorless liquid Odor None Assay 28% to 38% by weight CaCl2 Crystallization Temperature -38°F (-39°C) to 55.9°F (13.3°C) Specific Gravity g/cm3 1.264 to 1.403 Bulk Density 10.53 to 11.69 lb/gal TYPICAL ANALYSIS Impurities (on 100% CaCl2 basis): Alkali Chlorides (as NaCI) < 0.1% by weight Magnesium (as MgCl2) < 0.1% by weight Calcium hydroxide < 0.2% by weight TETRA Contact us to learn more at: www.onetetra.com Because use conditions and applicable laws may differ from one location to another and may change with time, Customer is responsible for determining whether products and the information in this document are appropriate for Customer's use and for ensuring that Customer's workplace and disposal practices are in compliance with applicable laws and other governmental enactments. Seller assumes no obligation or liability for the information in this document. NO WARRANTIES ARE GIVEN; ALL IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE ARE EXPRESSLY EXCLUDED. Further, nothing contained herein shall be taken as a recommendation to manufacture or use any of the herein described materials or processes in violation of existing or future patents. 07/24 © 2024 TETRA Technologies, Inc. All Rights Reserved. chryso SAINT-GOBAIN THIS PRODUCT IS RECOMMENDED TO BE USED AS A FINISHING AID TO MITIGATE PLASTIC SHRINKAGE AND DRYING SHRINKAGE CRACKING CAUSED BY CERTAIN WEATHER CONDITIONS SUCH AS HIGH EVAPORATION RATE Chad English Geiger Ready Mix 4318 Speaker Road. Kansas City, KS. 66106 17 January 2025 Mr. English, This is to certify that V-MART' 3 a viscosity -modifying liquid admixture, as manufactured and supplied by GCP Applied Technologies is formulated to comply with the Standard Specification for Chemical Admixtures for Concrete, ASTM C 494, Type S. V-MAR 3 does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the domestic water supply used in the manufacturing process. V-MAR 3 has been successfully used for to improve rheology in concrete for all types of projects and applications for several years. Originally designed to provide easier production of Self Consolidating Concrete (SCC), it has since been used in other types of concrete and applications. This performance versatility is also useful for multiple applications, including: • Improved finishability in flat work and other finished concrete. • Less plastic cracking. • Easier pumping with harsh aggregates. • Improved performance in Anti -Washout (under water) concrete. • Improved workability in low slump concrete including barrier walls, curb & gutter, and others. • Many other types of concrete and applications As in all concrete construction, standard concrete testing is required to ensure that the dosage rate used for each application, results in concrete that meets all of the requirements in the project specifications. If you have any questions, or need anything else, please let me know. SAINT-GOBAIN SAINT-GOBAIN CONSTRUCTION CHEMICALS CHRYSO - 3958 Ruger Drive - Royse City, TX 75189 - United States GCP Applied Technologies - 2325 Lakeview Parkway - Alpharetta, GA 30009 - United States Thomas M. Greene, FACI Regional Technical Services Manager - Southwest Chryso Thomas.m.greene@gcpat.com (281) 795-3224 V-MAR | Rheology Modifiers chryso SAINT GOBAIN Rheology Modifying Admixtures for Concrete V-MAR admixtures enhance concrete rheology for diverse applications, improving segregation resistance in self -consolidating concrete (SCC), reducing washout in underwater placements, and optimizing zero slump extruded concrete. These products streamline the forming and placing of concrete by improving workability and finishability with harsh aggregates and manufactured sands. By enhancing the lubricity and fiowability of the concrete mix, they result in smoother placement and a higher -quality surface finish. V-MAR® 3: Thixotropic Improvement PURPOSE: • Acts as a thickener/viscosity modifier for SCC. • Increases moisture tolerance and prevents aggregate segregation. APPLICATION AREAS: • Concrete Paving. • Precast concrete. • Prestressed concrete. • Ready -mix concrete. BENEFITS: • Flexibility with suboptimal aggregate gradation and moisture content fluctuations. • Improved workability and reduced segregation/bleed. • Enhanced surface appearance. • Easy to dispense liquid admixture with normal set times. • Minimal impact on air entrainment. • Mitigates plastic shrinkage and drying shrinkage cracks. • Improves consistency in harsh conditions (e.g., high winds, low humidity). • Reduces pump pressure and aids slipform paving. SAINT-GOBAIN CONSTRUCTION CHEMICALS chryso | 01 V-MAR® F1oo: Improved Productivity PURPOSE: • Designed for zero slump and low slump applications. • Adds lubricity to low water content concrete, enhancing surface quality and productivity. APPLICATION AREAS: • Concrete pipe. • Concrete extrusion. • Concrete paving. • Slip -formed concrete. • Roller -compacted concrete. • Ready -mix concrete. BENEFITS • Modifies concrete rheological properties applications. for improved workability. • Improved workability without stickiness. • Produces concrete mixes that are cohesive. • Facilitates concrete extrusion. • Enhances surface appearance. • Faster discharge rates. Key Differentiators • V-MAR® 3: Enhances cohesion, ideal for SCC and underwater concrete. • V-MAR® F100: Improves lubricity, making it perfect for zero slump applications. Both products enhance finishability and help concrete move efficiently. V-MAR®: User Insights • Adaptation to Type 1L Cement: Helps mitigate issues like plastic shrinkage and drying cracks, crucial for adapting to higher lime content in Type 1L cement. • Product Efficacy: Proven to improve consistency and finishability, even in harsh conditions. It reduces pump pressure and aids in applications like slipform paving. • Environmental Considerations: Supports sustainability goals by enhancing performance with Type 1L cement. SAINT-GOBAIN CONSTRUCTION CHEMICALS chryso | 02 National Ready Mixed Concrete Association NRMCA Certificate of Conformance For Concrete Production Facilities THIS IS TO CERTIFY THAT Liberty Plant 3A, Liberty, MO Geiger Ready-Mix Co., Inc. has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the Check List for Ready Mixed Concrete Production Facilities. As of the inspection date, the facilities met the requirements for production by Central Mixing with Automatic Batching and Recordings of Cementitious Materials, Aggregate, Water, and Chemical Admixtures Signature of Licensed Professional Engineer February 21, 2024 | April 12, 2026 Inspection Date | Certification Expiration Date This company will maintain these facilities incompliance with the Check List requirements and will correct promptly any deficiencies which develop. Chad English | General Manager Quality Control Signature of Company Official | Title of Company Official NOTICE: The Check List indicates only that plant facilities are satisfactory for the production of concrete when properly operated. Conformance of the concrete itself with specification requirements must be verified by usual inspection methods in accordance with sales agreements. This certificate is issued by the National Ready Mixed Concrete Association on verification that the production facility conforms to the requirements of the NRMCA Certification of Ready Mixed Concrete Production Facilities, QC3. Unauthorized reproduction or misuse of this certificate may result In legal action. Plant ID #: 801820 Certification ID #: 31970 © 1965, 1992, 2001, 2002, 2006, 2007, 2012 National Ready Mixed Concrete Association 66 Canal Center Plaza, Suite 250 • Alexandria • Virginia 22314 JULIUS KAAZ CONSTRUCTION CO. Julius Kaaz Construction Co., Inc. 716 Cherokee St. Leavenworth, KS 66048 PH#: 913-682-3550 www.jkaaz.com TRANSMITTAL #: 26 DATE: January 7, 2026 CONTRACT #: TAP-3454(401) GENERALCONTRACTORS 816-756-0444 McClure Engineering FROM: Andrew Berg PH: 816-756-0444 ATTN: McClure Engineering ITEM BEING SENT | ITEM SUBMITTED FOR | ACTION TAKEN Contract | For Approval | Approved as Submitted Request for Info. | For Your Use | Approved as Noted Proposal Request | As Requested | Revise and Resubmit Shop Drawings | For Review and Comment As-Builts | For Bid Plans & Spec.'s Change Order Schedule Samples Submittals Item | COPY | DATE | DESCRIPTION | Approved | Approved As Noted | Rejected - | - | 1/7/2026 | Dowel Baskets 10" Pavement (Road Repair) McCLURE ENGINEERING CO. These shop drawings have been reviewed for general conformance with the design concept and intent of the Contract Documents. The General Contractor is solely responsible for the performance of the subject material in regards to verifying dimensions, fabrication processes, means, techniques, sequences and procedures of construction in accordance with the Contract Documents. Reviewed No Exception Taken _ Reject/Resubmit _ Reviewed With Comments/Exceptions _ No Review Necessary Reviewed by: meblen Date: 1/12/2026 Resubmitted shop drawings are reviewed only for responses to comments made to the Previous submittal. 1700 Swift Street, Suite 100 | North Kansas City, MO 64116 | 816.756.0444 WELDED DOWEL ASSEMBLY CONTRACTION LANE WIDTH OVERALL LENGTH (11'-3" MAX. DIA. 0.306 0.362 BASKET STAKE 5/16" X 10" 5/16" X 12" AMERICAN MADE YES NO LEG TYPE TYPE J LEG TYPE U LEG SPACER WIRE 0.177 DIA. DOWEL COATING PATCHED ENDS EPOXY PER ASTM A775 EPDXY PER ASTM A1078 EPDXY PER ASTM A934 TECTYL STATE STANDARD REQUIRED NO STATE STANDARD REQUIRED RUNNER WIRE WELDED SAND PLATE DOWEL STOCK: 80,000 psi MINIMUM TENSILE STRENGTH (ASTM A615 ) PIECES | LANE WIDTH | DOWEL DIA. | DOWEL LENGTH | DOWEL CENTERS | DOWELS PER UNIT | OVERALL LENGTH | LINE NO. | PAVING THICKNESS - | 12' | 1-1/4" | 18" | 12 " | 12 | 11'3" | - | 10" BILLING LENGTH = NUMBER OF DOWELS X CENTERS PROJECT: P. O. NUMBER DELIVERY REQUIRED CONTRACTOR: DETAILED BY SHT 1 OF 1 \ January 7.2026 CONTRACT #:TAP-3454(401) 2 FROM: Andrew Berg McClure Engineering } (75 IlEM SUBMITTED FOR a. ( 0 \ cc co (\ 0 § 0 Tv:e 5 MODOT Base .Road Reiair 2— \ o o -0 � u / ±±F'-§± +uJ [. /\.E° -0 ƒ 2 0 ƒ \ C % k \ \ E 2T;2/§ JU °®Co = •/ 0 o E 2 2 c 0 •2 & 5 • § e J % o m u t o„ u ± c o E E 2 = U '6 o t \ 0: & k G c ƒ -0tac0? ° %± § �f S 2 3 k ) .S G± .S / S k I 0 E - ° 7 0 R k _0 2u u of $kt 73 • = c m 0 . o u m ± E E [•/ § o 0/ J t ec &m\U ¢ m k �.E _ © ce 3Sc00m No Review Necessary Date: 1 /12/2026 CO 0 0 / } Lotawana COMPANIES Compliance Summary Product Information Plant Id 105.010304 Plant Name Lotawana Product Id 0106.25000 Product Name MODOT Type 5 Specification MODOT Type 5 Revised Period 11/20/2024 - 02/20/2025 100 -, 90ea 70 60 50 30 20 10 0 frr T I.•.•i 1 r'.'•I. 1 r 1 e % f it R s. '. SldeOpenln9 (m n) 1.111:5E59 0.17 630:1,19 065 338 0556.74 51563850.01 Cu:28.65 05.1.80 Gradation Results Quality Results Sieve % Passing Tolerances Test Result Unit Tolerances Method 1" (25mm) 99.8 -#200 (75um) 14.40 % 3/4" (19mm) 96.0 Grad Loss 0.000 % 1/2" (12.5mm) 83.7 Wash Loss (#200/75um) 13.7 % 3/8" (9.5mm) 75.3 Total Moisture 6.34 % #4 (4.75mm) 60.0 #8 (2.36mm) 41.0 #16 (1.18mm) 29.9 #30 (.6mm) 24.1 #50 (.3mm) 20.3 #100 (.15mm) 17.0 #200 (75pm) 14.40 StonemontQC 02/20/2025 Summit Materials 816-756-0444 FROM: Andrew Berg McClure Engineering 0, 0 Pavement Marking Road Rerai 2 r t \ 0 / 2� S m� -c u 2±@'�2� +± 22i�\& \ \ t 2 _c 0 a) a) 0.0 ƒ/£ /E 2Ty//§ ƒ/ ®•` a .g a ' •- E / § S f 7 C o & G o b S \ _ 2 0 2 c 0 E S 7 e U - o f O 0 .a.) ƒ -0 t _a c 7 c G± E �- S E a) • _C -C /o kF- O \ ± ± _o ° c o�c o - c c n o § k c m o . - § E E \ k \ 1 \ o" 0 m t g m7"tƒ0-e 3 S c a73 a + No Review Necessary Reject/Resubmit Date: 1/12/2026 - E _a a) -o M 0 0 J ) o 2 �°M�(l)• l t, SHERWIN WILLIAMS. Traffic Zone Products 10.03 SETFAST® ACRYLIC WATERBORNE TRAFFIC MARKING PAINT TM226 WHITE TM227 LEAD FREE YELLOW PRODUCT INFORMATION Revised 8/05 PRODUCT DESCRIPTION RECOMMENDED USES SETFAST ACRYLIC WATERBORNE TRAFFIC MARKING PAINT is a conventional dry, waterborne acrylic product avail- able in two colors, white and yellow, which conform to U.S. Bureau of Public Roads colors and meets Federal Specifics- lions TT-P-1952B, Type 1. • Low VOC • Highly visible colors • Ready to use • Water cleanup • Conventional dry • Durable • Abrasion resistant • Glass beads can be added for making reflective markings For use over emulsified coat tar type compounds (sealers) (asphalt) where conventional traffic paints (solvent thinned) may cause the surface to crack, bleed, or lift, such as playgrounds, tennis courts, airfield runways, and parking lots. This material is also ideal for regular application over cured asphalt and cement and other concrete surfaces. May also serve as a binder for glass beads to make reflec- tivemarkings. • Striping contractors • Plant maintenance personnel • Municipafitles • Airport contractors/agencies - Shopping centers • State DOTs • Streets and highways PRODUCT CHARACTERISTICS PERFORMANCE CHARACTERISTICS Finish: Flat Color. White. Yellow Volume Solids: 56% minimum Weight Solids: 73% minimum VOC (EPA Method 24): <100 gIL; 0.83 lb/gal Recommended Spreading Rate per coat: Approximately 320 lineal feet of standard 4" stripe per gallon Wet mils: 15.0 Dry mils: 8.5 Coverage: 110 sq ft/gal, approximate NOTE: Brush or roll application for small areas only. if the asphalt is insufficiently cured, applying a thin coat (ap- proximately 1/2 the recommended dft) generally reduces the extent of lifting and cracking. Drying Schedule @ 15.0 mils wet @ 50% RH: @ 77°F To touch: 45 minutes No traffic pick up after: 45 minutes Drying time is temperature, humidity, and film thickness dependent. Shelf Life: 12 months, unopened Store indoors at 40°F to 100°F. Flash Point: 150°F, PMCC ReducerlClean Up Water TT-P-1962B TEST METHOD REQUIREMENTS RESULT Abrasion Resistance ASTM D969 65 liters 150 liters (falling sand) Bead Adhesion ASTM D969 N/A 300 liters Bleed Resistance ASTM D969 N/A 6minimum ASTM D968 Bleed Ratio TT-P-1952B 0.95 min 0.97 min Color (yellow) Fed. Std. 595 CI£lAB Pass #33536 Dry -No -Pickup ASTM D711 75 minutes 45 minutes @ 50% RH Flash Point ASTM D3278 100°Fmin 150°Fmin Flexibility TT-P-1952B pass pass Freeze -Thaw ASTM D2243 5 cycles 5 cycles Resistance Hiding FedTestMethod 0.92 White 0.92 White (canlrestratio) 141C 0.95 Yellow 0.95 Yellow Scrub Resistance ASTM D2486 400 cycles 400 cycles Viscosity ASTM D562 70-90 KU 70-85 KU Volatile Organic ASTMD3960 250g/1max 90g/L Compounds excluding water 0.75 Ibs/gal COMPOSITEON INFORMATION - Total Solids: 56% minimum by volume 73% minimum by weight Pigment Weight Percent 56% minimum Vehicle Type: 100% Acrylic Emulsion Polymer Latex Traffic Products 10.03 continued on back 114 SHERWIN WILLIAMS. Traffic Zone Products 10.03 SETFAST® ACRYLIC WATERBORNE TRAFFIC MARKING PAINT TM226 WHITE TM227 LEAD FREE YELLOW PRODUCT INFORMATION RECOMMENDED MEW: .:1,,:':.-, ; ;---ti:!: :- ... tfRFACp-,1PARATIDWI . ,,, •-.,3:;„.:„.. Cured Asphalt, Concrete, Brick, and other Surfaced Highways: 1 ct. Setfast Acrylic Waterborne Traffic Marking Paint @ 15 mils wet, 8.5 mils dit, approximately 320 lineal feet of standard 4" stripe per gallon The systems listed above are representative of the product's use. Other systems may be appropriate. Surface must be clean, dry, and in sound condition. Remove all oil, dust, grease, dirt, and other foreign material to ensure adequate adhesion. Refer to product Application Bulletin for detailed surface prepa- ration information. Mininfum recommended surface preparation: Concrete: Cured, clean, dry, sound Asphalt: Cured, clean, dry, sound Brick: Cured, clean, dry, sound , - 1 , - .- TINTING .• , ' ' ' Do not tint. ' -t! Temperature: 50°F minimum, 110°F maximum (air, surface, and material) At least 5°F above dew point Relative humidity: 85% maximum Refer to product Application Bulletin for detailed application information. OERItIl&II41e0FiMATION. ..— ;-, ..• • Packaging: 5 gallon containers Weight per gallon: White: 13.53 ± 0.2 lbslgal Yellow: 13.35 ± 0.2 lbsigal • AVM PRECAUT1ONSPRECAUTIONS Refer to the MSDS sheet before use. Published technical data and instructions are subject to change without notice. Contact your Sherwin-Williams representative for additional technical data and instructions. .!Dikuumai:. : .;; : : :,- , - 1 ' :,:i.WARivkAtiY:.,-: .' : . ": "':•-• '-"-:' The Infcrmallon and recommenciatIons set forth In this Product Data Sheet are based upon tests conducted by or on behalf of The Sherwin-Williams Company. Such information and recommendations set forth herein are subject to change and penaln to the product offered at the time of publication. Consult your Sherwin -Williams representative to obtain the most recent Product Data Infer- maim end Application Buifetin. The Sherwin-Williams Company warrants our products to be free of manufactur- trig defects in accord with applicable Sherwln-Williams quality control procedures, Liability for products proven defective, If any, is limited to replacement of the defective product or the refund of the purchase price paid far the defective product as determined by Sherwin-Williams. NO OTHER WARRANTY OR GUAR - ANTEE OF ANY KIND IS MADE BY SHERWIN-WILLIAMS, EXPRESSED OR IMPLIED, STATUTORY, BY OPERATION OF LAW OR OTHERWISE, INCLUD- ING MERCHANTABILITY AND FITNESS FORA PARTICULAR PURPOSE. SHERWIN WILLIAMS Traffic Zone Products 10.03A SETFAST® ACRYLIC WATERBORNE TRAFFIC MARKING PAINT TM226 WHITE TM227 LEAD FREE YELLOW APPLICATION BULLETIN Revised 8/05 SutzFACE PREPARATION • PPI:ICATION CONDri"It3NS Surfaces should be clean and dry and free from loose or peel- ing paint. Do not apply when air or surface temperatures are below 50°F, or when the relative humidity exceeds 85%, or when the temperature falls below the dew point. The presence of concrete sealers or efflorescence on new con- crete may interfere with adhesion and should be removed by extended weathering, etching, or abrasive blasting. Most previously painted lines may be repainted without addi- tional surface preparation, provided the old paint is still tightly adhered to the surface. However, murtiple layers of paint will eventually peel and require removal. New asphalt surfaces should ideally be allowed to age several months before striping. Latex paint will not bleed on most asphalt surfaces; however, shrinkage of the paint film during curing can cause new asphalt to lift or crack. Exceeding the recommended film thickness will increase the tendency to cause asphalt lifting. Placing an inconspicuous test stripe to determine if a new asphalt surface has cured sufficiently to paint is recommended. If it is necessary to paint new asphalt surfaces, do not exceed an application rate of 8 mils wet, (approximately 200 sq ft/ gal). Special care should be given to laps and edges of sten- cils to prevent excessive film thickness. Temperature: Relative humidity: 50°F minimum, 110°F maximum (air, surface, and material) At least 5°F above dew point 85% maximum PPLICA11ON EQUIPMENT The following is a guide. Changes in pressures and tip sizes may be needed for proper spray characteristics. Always purge spray equipment before use with listed reducer. Any reduction must be compatible with the existing environmental and appli- cation conditions, Reducer/Clean Up ........... Water Airless Spray Line Striping Equipment Pressure 1800-2700 psi Hose 1/4" - 3/8' ID Tip .015"-.019" Filter 60 mesh Reduction As needed up to 121°% by volume Conventional Spray Line Striping Equipment Gun Binks 21 (Bleeder) Fluid Nozzle #68 Air Nozzle Internal mix, #709 Atomization Pressure 20-80 psi Fluid Pressure 30-60 psi Reduction As needed up to 12142% by volume Brush, small areas only Brush Reduction Roller, small areas only Cover Reduction Nylon/polyester As needed up to 12' % by volume 3/8° woven with phenolic core As needed up to 12'h% by volume NOTE: Fluid and atomization pressures are dependent on environmental conditions. Use the lowest pressures neces- sary to achieve a "flat line". If the striping machine is also used for solvent based paint, care must be taken to avoid solvent contamination. If specific application equipment is not listed above, equivalent equipment may be substituted. Traffic Products 10.03A continued on back SHERWIN WILLIAMS, Traffic Zone Products 10.03A SETFAST® ACRYLIC WATERBORNE TRAFFIC MARKING PAINT TM226 WHITE TM227 LEAD FREE YELLOW APPLICATION BULLETIN APPucATlON Piz0CEoUR. PERFORMANCE TIPS„ Surface preparation must be completed as Indicated. Mixing Instructions: Mix paint thoroughly by boxing, stirring, or power agitation before use. Apply paint at the recommended film thickness and spread- ing rate as indicated below: Recommended Spreading Rate per coat: Approximately 320 lineal feet of standard 4" stripe per gallon Wet mils: 15.0 Dry mils: 8.5 Coverage: 110 sq ft/gal, approximate NOTE: Brush or roll application for small areas only. If the asphalt is insufficiently cured, applying a thin coat (ap- proximately 1/2 the recommended dft) generally reduces the extent of lifting and cracking. Drying Schedule @ 15.0 mils wet @ 50% RH: @ 77°F To touch: 45 minutes No traffic pick up after: 45 minutes Drying time is temperature, humidity, and film thickness dependent. Application of coating above maximum or below minimum recommended spreading rate may adversely affect coating performance. Spreading rates are calculated on volume solids and do not include an application loss factor due to surface profile, rough- ness or porosity of the surface, skill and technique of the ap- plicator, method of application, various surface irregularities, material lost during mixing, spillage, overthinning, climatic conditions, and excessive film build. Excessive reduction of material can affect film build, appear- ance, and adhesion, In order to avoid blockage of spray equipment, dean equip- ment before use or before periods of extended downtime with water. Asphalt surfaces generally require aging prior to painting. If the asphalt is insufficiently cured, applying a thin coat (ap- proximately 1/2 the recommended dft) generally reduces the extent of lifting and cracking. Check adhesion by applying a test strip to determine the readi- ness for painting, The coating may be made into reflective paint by dropping on glass beads while the paint is still wet. Painted surfaces can become slippery when wet. Traffic paints are not intended for use as floor paints, and should not be used to paint large areas subject to pedestrian traffic. For instance, painting an entire traffic stall is not recommended. Da not paint on wet surfaces. Do not paint when the relative humidity is above 85%. Do not paint when the temperature is below 50°F. Cool, damp conditions will prolong the drying time. Refer to Product Information sheet for additional performance characteristics and properties. EAN=I P INsTRUCTibNs:. ET•Y:PRECAI3Tl0}NS Clean spills and spatters immediately with soap and warm water. Clean hands and tools Immediately after use with soap and warm water. After cleaning, flush spray equipment with mineral spirits to prevent rusting of the equipment. Follow manufacturer's safety recommendations when using mineral spirits. Refer to the MSDS sheet before use. Published technical data and instructions are subject to change without notice. Contact your Sherwin-Williams repre- sentative for additional technical data and instructions. ISCLAIMER: WARRANnt The information and recommendations set forth In this Product Data Sheet are based upon tests conducted by or on behalf of The Sherwin-Williams Company. Such information and recommendations set forth herein are subject to change and pertain to the product offered at the time of publication. Consult your Sherwin-Wllllams representative to obtain the most recent Product Data Infor- mation and Application Bulletin. The Sherwin-Williams Company warrants our products to be free of manufactur- ing defects In accord with applicable Sherwin-Williams quality control procedures. Liability for products proven defective, if any, is limited to replacement of the defective product or the refund of the purchase price paid for the defective product as determined by Sherwin-Williams, NO OTHER WARRANTY OR GUAR- ANTEE OF ANY KIND IS MADE BY SHERWIN-WILLIAMS, EXPRESSED OR IMPLIED, STATUTORY, BY OPERATION OF LAW OR OTHERWISE, INCLUD- ING MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. co co \k(co 0 / ! January 7, 2026 § \ 0CC CONTRACT #:TAP-3454(401) co co FROM: Andrew Berg McClure Engineering DESCRIPTION cc -138 77, No Review Necessary / \ O E E _o a) [ ± } DMA -FILL® 3405LM(K) Crack and Joint Sealant for Extremely Cold Climates Description: Dura-Fill 3405 LM is a premium crack and joint sealant for portland cement and asphaltic pavements, it has superior bonding characteristics to both surfaces. As an economical and effective pre- ventative maintenance treatment, Dura-Fill prolongs pavement life by sealing cracks and joints from water penetration. Dura-Fill 3405 LM is formulated with selected asphaltic resins, synthetic polymeric rubbers, plasticizers, stabilizers and organic reinforcing fillers. It is a hot applied, one part material that provides excellent results in cold weather and through repeated freeze/thaw cycles. Recommended Uses: Dura-Fill 3405 LM is recommended for sealing cracks and joints in portland cement and asphaltic pavements. It is designed to seal expansion and contraction joints, longitudinal and trans- verse cracks, joints between concrete and asphaltic shoulders and random cracks. Surface Preparation: Proper surface preparation facilitates adhesion and consequently the maximum service life of the sealant. In order for proper adhesion to occur, the crack/joint must be free of moisture, dust, loose aggregate and other contaminates. The substrate and air temperatures must be 40 F or above. Sawing, routing, and/or sandblasting are the preferred methods of preparation. Use oil -free compressed air and heat to clean and dry the crack/joint immediately prior to sealing. Cracks/joints should be sized so that the maximum extension and compression do not exceed 50% of the width. Best results are obtained when the cracks/joints are opened at least 1/2 inch wide. Melting and Application: Melt Dura-Fill 3405 LM using a conventional oil jacketed kettle equipped with agitator and temperature control devices for both the material and heat transfer oil. Carefully insert small quantities of Dura-Fill and the plastic bag into the melting equipment while the agitator is turned off. Load material slowly to avoid splash back. After the initial load has reached the recommended pouring tempera- ture, fresh material may be added to the melter as sealant is used. Melt only the material that will be used during that day. Purge material remaining in the melting kettle lines at the end of each sealing operation. Note: The temperature of the heat transfer oil should not exceed 525 F. Do not heat Dura-Fill above the maximum heating temperature and do not maintain it at that temperature for prolonged periods of time. This could cause the material to gel in the equipment or fail in the joints. A significant viscosity increase accompanied by stringiness signals the approach of gelation. If this occurs, immediately remove the material from the melter and dispose of it. For further details read and follow the Dura-Fill SDS, Installation Instructions for Oil Jacketed Dura-Fill Products and P&T Products' Warranty. Product Specifications when tested in accordance with ASTM D 5329, 36, modified 3111 & 4402 Maximum Safe Heating Temperature 400° F Max. Application Temperature 370-390° F Heating Time 12 Hours Max. Penetration 77° F 150 dmm Max. Penetration 0° F 18-80 dmm Resiliency 77° F 60% Min. Flow 140° F 3 mm Max. Bond -20° F / 200 % Extension 3 Cycles Passed Softening Point 176° F Min. Crumb Rubber Content By Weight of Asphaltic Components 0% Viscosity 375° F 20 Poise Max. Specific Gravity 1.14 Approximately Flash Point 400° F Min. Optimum Climate Average Temperatures -40 / 21° C Or -40 / 70° F 4 Pwcvi),a 472 Industrial Parkway, Sandusky, Ohio 44870 (419) 621-1966 • (877) 690-4093 • www.pntproducts.com • Flexible to -40° F • Rapid Melting • Self Leveling • Excellent Adhesion • Quick Set Up Coverage Width Depth Pounds/100 Linear Feet 3/8" 3/8" 7.0 3/8" 1/2" 9.3 1/2" 1/2" 12.4 1/2" 1" 24.7 3/4" 1/2" 18.5 3/4" 3/4" 27.8 Specifications ASTM D 3405 modified ASTM D 6690 Type 4 AASHTO M 301 modified AASHTO M 324 Type 4 Exceeds ASTM D 1190 ASTM D 6690 Type 1-3 AASHTO M 173 AASHTO M 324 Type 1-3 Fed. Spec. SS-S-164 FAA P 605 Packaging Dura-Fill is packaged in 30 lb poly bags and boxed in high - strength corrugated cardboard. Each pallet contains 75 boxes or 2,2501b of Dura-Fill. Also available in Dura-MeltTM Consumable Packaging. 4-2023