Loading...
HomeMy WebLinkAboutKC-15-637 - Dated 10-28-15 (Fail)King Uounty 155 Nle, vu A,c. NE. Bldg D Dept- of Transportation Renton, WA 98056-4199 LIM t'IwuC: Nb.LJU. l lUJ Matcuials Lubui-atui-y (Zing County Fax: 206.296.0179 Aggregate i est Data Pruieut: City of Hivijtun-Logan Avenue N Prujeut Mum5er. 1126896 I ype ut Material: Gravel Harrow #23860 Lai) Sample Iqumixic KU -15-637 Purpose of Sample: Acceptance Sample #2 Date Sampled: 10128-12015 Sampled At: Pit Stockpile Sampled By: wSP Dame and Cucatiun ut Suorue: ICON Auburn Pit #: A-464 Total•. Retained Required Percent Percent Sieve Weight Spec. Passing Fractured Fraci. Wt. Avg. T #4: Fracture Spec: Dust Ratio: Dust Ratio Speu: Sand Equivalent(AASHTU T176): 53 SE Spec-. 50 min -meets Material specifications. X does not meet Rev.ewed By: �lp Approved for Distributon By: Matenalb Enonee, nspector Remarks: Sabsample Weight: Sieve Weight #10 86.8 365.3 g Spec.Retained Required Percent Percent • 54 ffzv 142.5 � 43 #40 194.9 50 max 33 #ou 241.7 24 #100 284.5 � 16 #200 Wash (AASHTO T1 1A): Mass Before: 3941.6 g MASS At T: #200 7.0 3585.9 g max. _ 9.0 Fraci. Wt. Avg. T #4: Fracture Spec: Dust Ratio: Dust Ratio Speu: Sand Equivalent(AASHTU T176): 53 SE Spec-. 50 min -meets Material specifications. X does not meet Rev.ewed By: �lp Approved for Distributon By: Matenalb Enonee, nspector Remarks: Sabsample Weight: Sieve Weight #10 86.8 365.3 g Spec.Retained Required Percent Percent • 54 ffzv 142.5 � 43 #40 194.9 50 max 33 #ou 241.7 24 #100 284.5 � 16 #200 Wash (AASHTO T1 1A): Mass Before: 3941.6 g MASS At T: #200 7.0 3585.9 g max. _ 9.0 Remarks: Ref.• (AASHTOTZ T11(A), T27 T176, T248, TP61) Gravel Burrow WSDyT 9-03.14(1) The marerial fails on rhe #0 and vz00 screens. Date: 10129120 1 0 Tested By: WiWam S. Parsons Distribution- Uty uf Runtun-Logan Ave N. Resilient Engineer Project Engineer Const. Admin. Conti aetw Pit Log Mat Lab File Fax -ax � O � v Uty uf Runtun-Logan Ave N. Resilient Engineer Project Engineer Const. Admin. Conti aetw Pit Log Mat Lab File Fax -ax