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HomeMy WebLinkAboutKC-15-630 - Dated 10-26-15 (Fail)Bing County 105 momoe Ave. NE, Bld- I) L -M Rna�,., WA 98006-41 vv Dicpt- Of TranSpOrLativii Phone: 206.296.7709 Materials Laburatury King County vak: LU6.L95.01 /9 Aggregate Test Data Project: I ype of maten'al: Purpose of Sample: City at Renton -Lagan Avenue N. Project Nomber: 1126896 Gravel Borrow #2380 Cab Sample Number: KC -15-630 Acceptance Sampled At: Pit Stockpile Dame and location of Source: ICONAuburn Total -.20.31 kg Retained Required Percent Percent Sieve Weight Spec. Passiny Fractured Fract. Wt. Avg. T 94: Fracture Spec: Dust Ratio: Dust Ratiu Spec: band Equivalent(AASHTU T176): SE Spec meets X does not meet 62 50 min specifications.1 Reviewed By: /jj 2? / Approved for Distributiun By: d"7-7 Materials Engineer Inspector Remarks: t�tl-E e b a-+ +j i -hI n A& 33 Date Sampled: 10ME&U— 5 Sampled By: CW Pit #: A-464 Subsample Weight: 372.9 g Retained Required Percent Percent Sieve Weiyht Spec-• X10 92.2 56 #20 158.6 43 #40 216.9 30 max 31 #60 1 266.3 21 #100 311.6 12 � 0 #200 Wash (AASHTO T1 1A): Mass Before: 3524.0 g Mass Atter.- 3320.5 9 #200 1 7.0 mast. 5.8 Fract. Wt. Avg. T 94: Fracture Spec: Dust Ratio: Dust Ratiu Spec: band Equivalent(AASHTU T176): SE Spec meets X does not meet 62 50 min specifications.1 Reviewed By: /jj 2? / Approved for Distributiun By: d"7-7 Materials Engineer Inspector Remarks: t�tl-E e b a-+ +j i -hI n A& 33 Date Sampled: 10ME&U— 5 Sampled By: CW Pit #: A-464 Subsample Weight: 372.9 g Retained Required Percent Percent Sieve Weiyht Spec-• X10 92.2 56 #20 158.6 43 #40 216.9 30 max 31 #60 1 266.3 21 #100 311.6 12 � 0 #200 Wash (AASHTO T1 1A): Mass Before: 3524.0 g Mass Atter.- 3320.5 9 #200 1 7.0 mast. 5.8 Remarks: Rei.- (AASH 10 12, 117(A), 1L/, 1176, 1L48, 11 P6 i) WSDOT 9-03.14(1) Date: 1012712015 Tested By: William S. Pu -r* -u"5 Diatributiun: MEN. � O � O � 0 city of Renton -Logan Ave N. Resident Engineer Project Engineer UUM51 Admirl. Contractor Pit L'vy Mat Lab File Fac Fax