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HomeMy WebLinkAboutKC-14-349 A-1 - Tests #27 - #40 - Sidewalk CompactionKing County U155 Monroe Aven"e NP. Bldg. D. Deparl,menl, of Transportation Renton. WA 980564199 Phone: (2061296-7709 MURMiUln. Lat)ohaLMy K11rax: 1206)296-0179 FIELD COMPACTION CONTROL Project: Logan Ave N. (Airport Wy to N 5 -Eh St. Project) Contractor: Johansen Excavating Inc. Projvut No.: 1126896 F.A.S. Nu. STPUL-1131(002) Date: 3117/2016 Tested By: William S. Parsons Test # Station Offset Grade/ Elev. Sect. Type Material Type Lab Field Corr. Opt. Test Opt. % #4 Lab Max Test Carr. Max. % Comp. Pass / Fail Notes 27 19+50 C/L SW S/G+4" Fill CSTC (Recycled) 12.3 9.0 6.9 56 129.5 119.1 126.9 93.9 Pass Sidewalk 28 20+50 C/L SW S/G+4" Fill CSTC (Recycled) 12.3 9.4 6.9 56 129.5 118.5 126.9 93.4 Pass Sidewalk 29 21+50 C/L SW S/G+4" Fill CSTC (Recycled) 12.3 8.4 6.9 56 129.5 121.5 126.9 95.7 Pass Sidewalk 30 22+50 C/L SW S/G+4" Fill CSTC (Recycled) 12.3 8.8 6.9 56 129.5 116.8 126.9 92.6 Pass Sidewalk 31 201+24 C/L SW S/G+4" Fill CSTC (Recycled) 12.3 5.5 6.9 56 129.5 121.4 126.9 95.7 Pass Sidewalk 32 24+50 C/L SW S/G+4" Fill CSTC (Recycled) 12.3 10.0 6.9 56 129.5 118.1 126.9 93.1 Pass Sidewalk 33 26+00 C/L SW S/G+4" Fill CSTC (Recycled) 12.3 8.3 6.9 56 129.5 126.6 126.9 99.8 Pass Sidewalk 34 27+00 C/L SW S/G+4" Fill CSTC (Recycled) 12.3 10.2 6.9 56 129.5 125.6 126.9 99.0 Pass Sidewalk 35 28+00 C/L SW S/G+4" Fill CSTC (Recycled) 12.3 7.0 6.9 56 129.5 121.4 126.9 L95.7 Pass Sidewalk 36 29+00 1 C/L SW I S/G+4"1 Fill CSTC (Recycled) 12.3 9.1 1 6.9 56 129.5 120.2 126.9 1 94.7 Pass Sidewalk uumpautiun Ey. Used: CAT CS -533E SDV #40-004, DYNAPAC CC900 DDV uumpaution Methud: 3.03 King County Road Standards -2007 Pruutur/Curve Number: KC -14-349 A-1 RumarKs: Instrotek 3500 #2329 copleb Mutri6ution Project Mngr. Resident Engr. Lead Inspector Contractor Producer File Conn. Admin. Ning f -county 155 Monroe Avenue NE. 131(1&. 1). Department of Transportation L9 Remoit, WA 980564199 Phone: (206) 296-7709 Materials Laboratory Ring Goull>jty Fix: ;206, 296-0179 FIELD COMPACTION CONTROL Project: Logan Ave N. (Airport WY tv N 6th St. Project) Project No.: 1126896 Date: 371772016 Contractor: Johansen Excavating Inc. F.A.S. Nu. STPuL-1131(002) Testca By: William S. Parsuns TG�t # 5tati�n Uffaet Grade/ Eluv. Seci. Type Material Type Lab Field Corr. Upt. Test opt. % #4 Lab Max Corr. Test Max. % Comp. Pass 7 Fail Nates 37 30+00 C:/[ 5w S/6+4" Fill U5 I U (Recycled) 12.3 (.y 6.9 b6 i 29.5 116.8 i 26.9 92.0 Pass Sidewalk 38 31+00 C:/[ 5w S/6+4" Fill CS I C (Recycled) 12.3 b.ti 6.9 bb i 29.5 111.0 i 26.9 92.2 Pass Sidewalk 39 32+00 Li[ sw S/6+4" Fill CS I C (Recycled) u2.3 i.0 6.9 56 129.b 114.b I Z6.9 90.2 Pass Sidewalk 40 33+00 moi[ sw S/6+4" Fill CS I C (Recycled) U2.3 6.9 6.9 56 129.b i I b.4 i z&9 90.9 Pass Sidewalk Cumpactiun Eq. Used: CAT CS -533E SDV #40-004, DYNAPAC CC900 DDV Compaction Method: 3.03 King County Road Standards -2007 Pructur7Curve l4umber: KC -14-349 A-1 capiea 06tri6ation Remarks: Instrotek 3500 #2329 Project Mnyr. Rebident Enyr. Lead Inspector C:untrac°or Producer File (�A,/ 3/1Ad(_ Uon,t.Admin