Professional Agreement Invoice and Progress Report

Transcription

1 ITD 0771 (Rev ) itd.idaho.gov Professional Agreement Invoice and Progress Report Idaho Transportation Department This page must be filled out monthly by the Consultant and forwarded to the Agreement Administrator with the monthly invoice. If necessary, attach additional sheets for continuation. Key Number Project Number Project Name Date ITD RP193 ITD Implementation of the MEPDG 12/10/2009 Agreement Administrator Progress Report Number Agreement Number Ned Parrish KLK557-6 UI0903 Consultant Report/Billing Period (From and To) 11/1/09-11/30/09 Certification of Payment Submitted Certification Date PSA Number Invoice Number Yes No NO INVOICE Description of Work Accomplished During the Month Work during this period included: 1. Samples were prepared for standard Superpave and E* samples for each following Project: SP3-2 JCT US-26 to Bonneville Co. Ln., ID # Stp 6420(106), Key # 7728., SP4-1 Broadway Ave. Rossi St. to Ridenbaugh Cnl. Br., ID # A009(812), Key # 9812, SP4-2 Cleft to Sebree, ID # A 010(533), Key # 10533, SP4-3 Alton Road to MP 454 / Dingle, ID # NH1480(127), Key # See Appendix A for GS results details. 2. E* testing was done for the following project: One sample of SP5-2 Deep Creek to Devil Creek IC, ID # A 011 (094), Key # See Appendix B for E* results details. Summary of Work Completed to Date (Milestones Completed and Dates) Please refer to the attached Gantt chart for work progress. Work performed in the project so far covered the installation and running the latest beta version of the MEPDG software (Version 1.0). An inventory of the HMA mixes that were previously sent to our lab have been made. Job Mix formulas for many of these mixes were procured. Asphalt mix testing in Gyratory stability and E* is in progress. The overall progress of the project is estimated to be about 13% complete. Information Required from ITD to Avoid Delays None List Changes in Scope or Complexity Requiring a Supplemental Agreement or Time Adjustments None Consultant's Signature Printed Name and Title Fouad Bayomy, Principal Investigator Page 1 of 2

2 ITD 0771 (Rev ) itd.idaho.gov Professional Agreement Invoice and Progress Report Idaho Transportation Department This page must be filled out by the Agreement Administrator. Key Number Program (Work Authority) Progress Report Number Agreement Number RP193 UI0903 Report Reviewed By Review Date The Following was Initiated Status Report A completed status report must accompany all Agreement invoices recommended for payment. The requested percentage measurements of progress to this report are required. Agreement Time Time Passed Percent of Agreement Time Elapsed Percent of Work Completed 32 months 7 months 21.88% 13% Original Agreement Amount Supplemental(s) Current Agreement Amount Payments (Including this Payment) Percent of Agreement Dollars Paid $187, $0.00 $187, $16, % Certification of Payment Submitted Certification Date This Invoice To Date Negotiated Yes No Fixed Fee $ $ $ If There is a Significant Variance Between the Percentages, Please Explain Consultant Invoice Number NO INVOICE $0.00 This Payment Amount Progress Payment: I certify that the Agreement provisions have been reviewed, the invoice amount checked, progress is substantiated, significant material expenses have support documentation (receipts), and the costs billed are project related and represent the work accomplished. I hereby approve the progress estimate for payment. Final Payment: I certify that all work under the terms of the Agreement has been satisfactorily completed, any capital assets acquired have been delivered or value received, an affidavit of indebtedness received, and the project reviewed or audited and costs verified for work performed. I hereby approve final payment under the Agreement. Agreement Administrator's Signature Date Second (Independent) Reviewer's Signature Page 2 of 2

3 % Task Completed Phase / Task KLK557 - Implementation of the MEPDG for Flexible Pavements in Idaho - Tentative Time Schedule Month Project Tasks Task 1: Procure and study the latest version of the MEPDG software 1 1 5% 25% Task 2a: Review of other state agencies implementation efforts ` Task 2b: Submit memorandum summarizing other state implementation efforts to ITD Task 3: Establish input database for materials properties 5% 5% 2% 3% 2% 2% 19% Task 4: Establish input database for traffic load spectra 5% 5% Task 5a: Establish input database for climatic factors Task 5b. Submit completed database with materials, traffic, and climate components for ITD review Task 6: Determine performance and reliability design criteria Task 7: Developing a plan for local calibration and validation Task 8: Implementation of research products and training Task 9. Submit report outline and summary of findings, conclusions and recommendations Task 10:Preparation and external peer review Final Report Review and Submittal Task 11: Final report review by ITD Task 12: Final Submittal

4 Appendix A - GS Results Table 1. SP3-2 (Project ID# Stp )_GS Samples Results SP3-2 Sample1 Sample2 Gyratory Stability (kn.m) Air Voids (@ N-design = 75) 4.3% 4.2% CEI (kn.m) Air Voids (@ N-Final = 75) 4.3% 4.2% Starting No. of gyration N G Ending No. of gyration N G Inputs 1- Compactor Data Vertical stress (kpa) Angle of gyration (degree) No. of gyrations up to Specimen Data N design Identification SP3-2_GS1 SP3-2_GS2 Diameter (mm) Weight (g) Mix G mm Final G mb Final height (mm) Specific Gravity Sample Dry Weight (g) Sample SSD Weight (g) Sample Submerged Weight (g) Bulk Specific Gravity, Gmb Max. Specific Gravity, Gmm Air Voids (%)

5 Table 2. SP4-1 (Project ID# A )_GS Samples Results SP4-1 Sample1 Sample2 Gyratory Stability (kn.m) Air Voids N-design = 90) % CEI (kn.m) Air Voids (@ N-Final = 90) % Starting No. of gyration N G Ending No. of gyration N G Inputs 1- Compactor Data Vertical stress (kpa) Angle of gyration (degree) No. of gyrations up to Specimen Data N design Identification SP4-1_GS1 SP4-1_GS2 Diameter (mm) Weight (g) Mix G mm Final G mb Final height (mm) Specific Gravity Sample Dry Weight (g) Sample SSD Weight (g) Sample Submerged Weight (g) Bulk Specific Gravity, Gmb Max. Specific Gravity, Gmm Air Voids (%)

6 Table 3. SP4-2 (Project ID# A )_GS Samples Results SP4-2 Sample1 Sample2 Gyratory Stability (kn.m) Air Voids N-design = 90) 4.3% 4.5% CEI (kn.m) Air Voids (@ N-Final = 90) 4.3% 4.5% Starting No. of gyration N G Ending No. of gyration N G Inputs 1- Compactor Data Vertical stress (kpa) Angle of gyration (degree) No. of gyrations up to Specimen Data N design Identification SP4-2_GS1 SP4-2_GS2 Diameter (mm) Weight (g) Mix G mm Final G mb Final height (mm) Specific Gravity Sample Dry Weight (g) Sample SSD Weight (g) Sample Submerged Weight (g) Bulk Specific Gravity, Gmb Max. Specific Gravity, Gmm Air Voids (%)

7 Table 4. SP4-3 (Project ID# NH )_GS Samples Results SP4-3 Sample1 Sample2 Gyratory Stability (kn.m) Air Voids N-design = 90) % CEI (kn.m) Air Voids (@ N-Final = 90) % Starting No. of gyration N G Ending No. of gyration N G Inputs 1- Compactor Data Vertical stress (kpa) Angle of gyration (degree) No. of gyrations up to Specimen Data N design Identification SP4-3_GS1 SP4-3_GS2 Diameter (mm) Weight (g) Mix G mm Final G mb Final height (mm) Specific Gravity Sample Dry Weight (g) Sample SSD Weight (g) Sample Submerged Weight (g) Bulk Specific Gravity, Gmb Max. Specific Gravity, Gmm Air Voids (%)

8 Appendix B - E* Results Summary of E* testing results for the 1 st sample of Project SP5-2 ID # A 011 (094): Table 5. Test Results Summary for 1st Sample of SP5-2 Temperature ( o C) 4.4 o C Frequency (Hz) Dynamic modulus (MPa) Phase angle (Degrees) Temperature ( o C) 21.1 o C Frequency (Hz) Dynamic modulus (MPa) Phase angle (Degrees) Temperature ( o C) 37.8 o C Frequency (Hz) Dynamic modulus (MPa) Phase angle (Degrees) Temperature ( o C) 54.4 o C Frequency (Hz) Dynamic modulus (MPa) Phase angle (Degrees) Modulus vs. Loading Frequency for 1 st Sample 4.4c E*, ksi C 37.8C 54.4C Frequency, Hz Figure 1. Modulus vs. Loading Frequency for 1st Sample of SP5-2