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Home My WebLink AboutSUB198800212 Certified Engineer's Report 2020-10-30ECS Mid -Atlantic, LLC 4004 Hunterstand Court Suite 102 Charlottesville, VA 22911 (434) 973-3232 [Phone] (434) 973-3238 [Fax] November 4, 2014 Blue Springs Land Corporation PO Box 1285 Charlottesville, VA 22902 ATTN: Mr. Ethan Miller We are enclosing: X Materials Engineering Division Reports X For your use X As requested ENCL: Field Report # 2 11/01/2014 LETTER OF TRANSMITTAL RE: Blue Spring Farms Subdivision ECS Job # 28:1796 Permits: Location: Blue Springs Ln Charlottesville, VA Lab & Field Tests B ley 1"James Sorrel Senior Project Engineer This report (and any included attachments) shall not be reproduced, except in full, without the prior written approval of ECS. 1000.1 ECS Mid -Atlantic. LLC 4004 Hurderstand Court Suite 102 Charlottesville, VA 22911 (434) 973.3232 [Phone] (434) 973-3238 [Fax] Project Blue Spring Farms Subdivision Location Charlottesville, VA Client Blue Springs Land Corporation - Ethan Miller Remarks Lab & Field Tests FIELD REPORT Project No. 28:1796 Report No. 2 Day & Date Saturday 11/01/2014 Weather On -Site Time 0.00 Lab Time 0.25 Travel Time* 0.00 Total 0.25 Re Obs.Time 0.00 Trip Charges* Tolls/Parking` Mileage* Time of Arrival Departure Chargeable Items 08:OOA 08:OOA * Travel time and mileage will be billed in accordance with the contract Summary of Services Performed (field test data, locations, elevations & depths are estimates) & Individuals Contacted. The laboratory proctor results and corresponding field density test results are attached to this report. The field density testing was completed on 10/14/2014. The results indicate compaction of subbase materials exceeding 95% of maximum dry density and compaction of subgrade materials ranging from 88.7% to 96.5% of maximum dry density. The subgrade soils were disturbed during excavation operations in the test locations; the density test results in these areas may be lower than actual values due to the disturbance. By Bradley James Sorrell, — Senior Project Engineer 1200 311085 eur Voids iCurve � Blue Spings Lane- •. �� .. • . •. ..MoistureDensity Charlottesville, Virginia 28-1796 PROCT0R_S1_10-16-14.xls mmmmmmmmmmm"mmmmmm m mm ammmmmmmmmm`mmi■mmm�� mm rmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmm`mmammmmm ISmmmmmmmmmmmmmmmmmAmmmmmmm mmmmmmmmmmmmmmmmmmommmmmm mmmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmmmmmm Immmmmmmmmmmmmmmmmmmmmmmmm Immmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmmmmm :. MMMIMMMMMMMMMM mmmmmmmmmm� Blue Spings Lane Percent Passing No. 200 Sieve ..LLC -•- ..VA Moisture Density Relationship Curve 28-1796 PROCTOR_S2_10-16-14.x1s ...........r1.�.......... �=MOM M./-. 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Date: 10116/2014 28-1796 PROCTOR_S3_10-16-14.xls mmimmmmmmNmmmm\gym .. mmmmmmmmmwdmiwmmmmm mm MMMMMMMWANMMMMM�� m� mmmmmmmwmmmmmmmmmwmmmmmmm MmmmLimmmmmmmmmmmmmwmmmmmm mmmmmmmmmmommmmmmmommmmmm li mmmmmmmmmmmmmmmmmmmmimmmm mmmmmmmmmmmmmmmimmmmmmmmm mmmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmmmmmm �mmmmmmmmmmmmmm �1mmmmm mm mmmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmmmmmm ., mmmmmmmimmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmommmm mmmommmmmmmmmommmmmommmom mmmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmm mmmimmmmmmmmmmmmmmmmmmmmmm Ragged Ridge Lane .IR ilil 44M . . -nnwaag3mmm: -Ifoill �mmr�mrsrai� .. . . - E• .. .. Project No.: •. Date: Charlottesville, Virginia 28-1796 PROCTOR_S4_10-16-14.xls Field Compaction for 1796 Report 1 Page I of MEDFR REPORT 1 Field Compaction Summary, ASTM D6938 Project No: 1796 Project Name: Blue Spring Farms Subdivision Date: 10/14/14 Client: Blue Springs Land Corporation Contractor: None Listed Technician: Toader Dumitriu Test Method Nuclear Nuclear Gauge No: 25 Make: Troxler Density Std: 2024 Model: 3440 Moisture Std: 605 Serial No: 25620 Sample Description Proctor Method Uncorrected Max. Uncorrected Opt. Spec. Source No Density MC Gray. Standard Proctor S 1 Crushed Aggregate Method (ASTM D- 142.00 7.40 2.80 offsite 698) S2 Brownish Red Sandy SILT Standard Proctor (ML) Method (ASTM D- 99.90 22.30 2.70 onsite 698) S3 Brown Lean CLAY (CL) Standard Proctor w/sand Method (ASTM D- 109.30 17.10 2.65 onsite 698) S4 Light Brown Lean CLAY (CL) Standard Proctor w/sand Method (ASTM D- 108.00 16.80 2.70 onsite 698) Test Mode Station / Location Corrected Corrected Test Data Comments Test Lot % Maximum Optimum probe Wet Dry Moisture Percent No No Oversize Dr y Moisture Depth Lift ! Elev Density Content Density Density Content Comp. P / F (pe0 (%) (cf) (ef) 1 DT Location 1 15.00 ]46.11 6.59 154.3 147.0 5.0 100.6 4 SB Sample No S I DT Location 1 15.00 146.11 6.59 151.7 143.4 5.8 98.1 2 4 SB Sample No S1 DT Location 1 0.00 99.90 22.30 123.6 96.4 28.1 96.5 3 6 Sc Sample No S2 DT Location 3 20.00 147.54 6.32 154.4 146.0 5.8 99.0 4 4 SB Sample No S1 Location 3 20.00 147.54 6.32 159.9 151.1 5.9 102.45 JqDT SB Sample No S 1 DT Location 3 0.00 108.00 16.80 117.E 95.8 22.8 88.7 6 6 SG Sample No S4 DT Location 2 15.00 146.11 6.59 157.0 149.1 5.3 102.0 http://fred28/index.cfm?fuseaction=PrintedReports.GenerateForm&maid=15631 &height=... 11/ 1/2014 `Field Compaction for 1796 Report 1 Page 2 of 2 7 4 SB Sample No S1 8 DT Location 2 15.00 146.11 6.59 1 158.2 1 148.0 6.8 101.3 4 SB Sample No Sl 9 DT Location 0.00 109.30 17.10 1 121.8 1 101.5 19.9 92.9 6 SG Sample No S3 Test Mode: DT = Direct Transmission BS = Back Scatter http://fred28/index.cfm?fuseaction=PrintedReports.GenerateForm&maid=15631 &height=... 11/1/2014