Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Material Testing.pdf
f' 741 Marine Drive v eOT&5T Bellingham,WA 98225 360 733_7318 888 251_5276 360 733 7418 TEST REPORT MOISTURE-DENSITY RELATIONS ❑ SOILS PROJECT: The Orchards JOB NO: 5324 ADDRESS: 41st and H Street,Anacortes REPORT NO: S1 CLIENT: Irving Construction TEST DATE: 5-13-05 CONTRACTOR: Client/Decker Const. PAGE NO: 1 of 1 SAMPLE SOURCE: F-1 Trucking Pit SAMPLE DATE: 5-10-05 SAMPLE LOCATION: On Site Stockpile SAMPLED BY: DJB LAB SAMPLE SOIL USCS PLUS PLUS TEST MAXIMUM OPTIMUM NO. TYPE SYMBOL 3/4"% #4% METHOD DRY DENSITY MOISTURE Well-Graded Sand ` ASTMD1557A 130.5 pcf _____8.5% 3287 w/Silty Clay&Gravel SW-SC 2 19 ASTM D4718 136.0 pcf 7.0% 145 MOISTURE-DENSITY CURVE SIEVE ANALYSIS i SIEVE ---- -- --- -—=-- — -�— ----- PASSING SPEC. _ SIZE - -- - I ------ - -- --;- --=- 411 100 100 140 i ` I I I I �' Saturation 2" 100 75-100 - -- - - - Curve 7- - - 3/4" 98 - -J ---I- - - -- ---- - -- 3/8" 9� - - - -- - - --- -` -- - - #4 84 � 50-80 - - I -;-�--- --- ---- #10 1 135 #20 _ 62, � --; '-'-,-- �- - :----- #40 30 max.IL �- _- _; - -- rn #60 26 Z #100 - 130 #200 11 K0 max 1 !... _ - Z *SPECIFICATION: 0 125 I Gravel Borrow o - - I--- WSDOT 9-03.14(1) v I I Dry Sieve: ASTM C136 120 Wet Sieve: ASTM C117 I I 2 4 6 8 10 12 14 MOISTURE CONTENT ❑ PERCENT OF DRY WEIGHT Comments: Sample does not meet referenced gradation specification on the#4,#40 and#200 sieves. .:opies: Client Submitted By: � � . Grant Richardson Technical Director This report shall not be reproduced except in full,without the written approval of Geo\Test Services,Inc. The above test results relate only to the sample(or location)tested. www.geotest-inc.com L_ 741 Marine Drive CMG OTe5T Bellingham,WA 98225 360 733_7318. 888 251_5276 360 733 7418 TEST REPORT MOISTURE-DENSITY RELATIONS ❑ SOILS PROJECT: The Orchards JOB NO: 5324 ADDRESS: 41st and H Street,Anacortes REPORT NO: S1 CLIENT: Irving Construction TEST DATE: 5-13-05 CONTRACTOR: Client/ Decker Const. PAGE NO: 1 of 1 SAMPLE SOURCE: F-1 Trucking Pit SAMPLE DATE: 5-10-05 SAMPLE LOCATION: On Site Stockpile SAMPLED BY: DJB LAB SAMPLE SOIL USCS PLUS PLUS TEST MAXIMUM OPTIMUM NO. TYPE SYMBOL 314"% #4% METHOD DRY DENSITY MOISTURE Well-Graded Sand ' ASTM D1557A 130.5 pcf __ 8.5% 3287 w/Silty Clay&Gravel SW-SC 2 19 ASTM D4718 136.0 pcf 7.0% MOISTURE-DENSITY CURVE SIEVE ANALYSIS 145 SIEVE PASSING SPEC. — — — -- -� --- -- � - —. - SIZE % i -- - T ` -- ---- -- -1 - 4" 100 100 140 Saturation Curve _ _ __ 3/4" 98 - - -- _ - -� - --- _-�- -- -- -- -- -- - #4 81 50-80 - - — - �— - - ------ #10 71 - 135 _ #20 62 —� #40 47 30 max. v� #60 26 _ z _ . 0.1- - - #100 16 - 130 #200 11 5.0 max a I � � I a . co — _i. w 125 - - - o ❑ *SPECIFICATION: Gravel Borrow I WSDOT 9-03.14 1 ❑ _._ _ _ ._._ ; __; _.I. Dry Sieve: ASTM C136 120 Wet Sieve. ASTM C117 ' I I 115 ' 2 4 6 8 10 ' 12 14 MOISTURE CONTENT ❑ PERCENT OF DRY WEIGHT Comments: Sample does not meet referenced gradation specification on the#4,#40 and#200 sieves. Copies: Client Submitted By: —, ''--)- / Z_ Grant Richardson Technical Director This report shall not be reproduced except in full,without the written approval of Geo\Test Services,Inc. The above test results relate only to the sample(or location)tested, wwwi.geotest-inc.com 4..' f..... e V e.«. D 741 Marine Drive AN 0 7 2005 OeoTe5T Bellingham,WA 98225 360 733_7318 888 251_5276 360 733_7418 FIELD DENSITY I MOISTURE TEST REPORT • SOILS ASTM D2922ID3017 PROJECT: The Orchards JOB#: 5324 ADDRESS: 41st Street and H Street,Anacortes REPORT#: S3 CLIENT: Irving Construction TEST DATE: 5-24-05 CONTRACTOR: Client/Decker Construction PAGE#: 1 of 2 PERMIT#: INSPECTOR:JK Compaction of: Import Structural Fill over 8" Sewer Line Field Data: TEST LOCATION DEPTH/ FIELD IN-PLACE LAB COMPACTION COMPACTION # ELEV. MOISTURE DENSITY SAMPLE % % (ft.) (%) (pcf) # ATTAINED REQUIRED 1 100'W of MH 90 -5" 4.8 126.2 3287 97 95 2 100'W of MH 90 } -3' 6.9 125.0 3287 96 95 3 100' E of MH 91 -5" 6.6 126.4 3287 97 95 4 100' E of MH 91 " -3' 10.0 124.2 3287 95 95 5 Street Crossing at MH 91 & -5" 5.2 132.1 3287 100 95 6 Street Crossing at MH 91 r 4 9.6 125.2 3287 96 95 25'W of MH 91 -5" 5.1 126.5 3287 97 95 ( 25'W of MH 91,, -3' 7.8 124.1 3287 95 95 9 125'W of MH 91 ii -5" 5.7 126.3 3287 97 95 10 125'W of MH 91,w. -3' 8.9 124.3 3287 95 95 Lab Moisture-Density Data: Lab Soil Source Max.Dry Optimum Retained M-D Sample Type Density Moisture on#4 Test Method # cf) %) (%) 3287 Well Graded Sand w/ F-1 Trucking Pit 130.5 8.5 19 ASTM D1557C Silty Cla and Gravel 3313 Silty Sand Native-On Site 132.5 8.5 12 1 ASTM D557A Comments:All field density tests met the compaction requirements except, Tests 21 and 23. A proctor sample was taken on native material for field density tests 21, 22 and 23. Contractor was informed of inspection results. "pies: Client i Submitted By: can Cool, P.E. Geotechnical Engineer X:V)Projnts TestiNV,Ang Const.-532o-The Omh,r.so3..p This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate only to the sample(or location)tested.Copyright©1993 GTS www.geotest-inc.com GEOTEST SERVICES, INC. 741 MARINE DRIVE BELLINGHAM, WA 98226 PHONE: (360) 733-7318 FAX: (360) 733-7418 FIELD DENSITY I MOISTURE TEST REPORT • SOILS CONTINUATION PROJECT: The Orchards JOB#: 5324 CLIENT: Irving Construction REPORT#: S3 CONTRACTOR:Client/Decker Construction PAGE#: 2 of 2 Field Data: TEST LOCATION DEPTH/ FIELD IN-PLACE LAB COMPACTION COMPACTION ## ELEV. MOISTURE DENSITY SAMPLE % % (ft.) N (Pcf) # ATTAINED REQUIRED 11 225'W of MH 91 -4 -5" 6.1 126.2 3287 97 95 12 225'W of MH 91 -4 -3' 8.9 124.1 3287 95 95 13 54' W of MH 92 & -5" 6.2 127.9 3287 98 95 14 54' W of MH 92 -3' 8.3 124.0 3287 95 95 15 154'W of MH 92- -5" 5.1 127.2 3287 97 95 16 154'W of MH 92 -3' 7.4 126.7 3287 97 95 7 100' S of MH 93 >E -2' 5.9 127.8 3287 98 95 8 200' S of MH 93 -2.5' 7.1 132.4 3287 100 95 19 300' S of MH 93,* -2.5' 5.6 131.6 3287 100 95 20 54' S of MH 94 -1' 6.2 132.1 3287 100 95 21 154' S of MH 944 -1' 10.8 119.8 �_3311_�' 90 95 22 254' S of MH 94 -1' 10.3 132.0 3133 99 95 23 50' N of MH 95 .0 -1' 11.1 121.6 3133 92 95 24 Road Crossing at MH 93� -5" 5.4 128.3 3287 98 95 25 Road Crossing at MH 93f -3' 7.7 131.2 3287 100 95 26 Road Crossing at MH 92* -5" 5.4 133.0 3287 100 95 27 Road Crossing at MH 924 -3' 9.4 128.5 3287 98 95 X:AProjmts TntingU,ing Go t.5320.The Omhard,so3comp This report shall not be reproduced except in full,without the written approval of GeoTesl Services,Inc. The above test results relate only to the sample(or location)tested.Copyright©1993 GTS s � OeOTG 5T Bel Marine Drive PHONE TOLL FREE FAX � Bellingham,WA 98225 360 733_7318 888 251_5276 360 733_7418 TEST REPORT MOISTURE-DENSITY RELATIONS ❑ SOILS PROJECT: The Orchards JOB NO: 5324 ADDRESS: 41st and H Street,Anacortes REPORT NO: S2 CLIENT: . Irving Construction TEST DATE: 5.25-05 CONTRACTOR: Client/Decker Const. PAGE NO: 1 of 1 SAMPLE SOURCE: On-Site Material SAMPLE DATE: 5-24-05 SAMPLE LOCATION: On Site SAMPLED BY: JK .$i4MPLEa f r SQL L r Ift7 �; v_ r r d NQ �T1sP �. YMBQ.. Uloxr z PLUS METHOD DRx DENS , M(37SMURE .' 3313 Silty Sand SM 4 12 ASTM D1557A 132.5 pcf 8.5% ASTM D4718 136.0 pcf 7.5% MOISTURE-DENSITY CURVE SIEVE ANALYSIS 145 a...� SIZE , —t �SSING°�' 3, 100 140 I — Saturation i 1-1/2" 99 Curve 3/4° 96 Li i t I l i l i i — _..._......_._ , ! #10 84 135 ! #20 80 IL (— 60 63 l— f ! �—— #100 52 130 I — i - #200 38 IL - z 00, W 125 j p I j i *SPECIFICATION: On-Site Material ---..............._..._._.._..................I........- -i.._.._.._._...-'-- ........- - --—- ....' ' - - I-l--�---- Sieve: ASTM C136 i �------*- ; � r Dry 120 j 1 Wet Sieve: ASTM C117 , I 115 2 4 6 8 10 12 14 MOISTURE CONTENT ❑ PERCENT OF DRY WEIGHT Comments: „opies: Client Submitted By: Grant Richardson Technical Director This report shall not be reproduced except in full,without the written approval of Geo\Test Services,Inc. The above test results relate only to the sample(or location)tested. www.geotest-inc.com @� OeoTC 5T Bel Marine Drive Bellingham,WA 98225 360 733_7318 888 251_5276 360 733_7418 FIELD DENSITY I MOISTURE TEST REPORT • SOILS ASTM D2922/D3017 PROJECT: The Orchards JOB#: 5324 ADDRESS: 41st Street and H Street,Anacortes REPORT#: S5 CLIENT: Irving Construction TEST DATE: 6-1-05 CONTRACTOR: Client/Decker Construction PAGE#: 1 of 2 PERMIT#: INSPECTOR:DJB Compaction of: Sanitary Sewer Backfill Field Data: TEST LQCATION DEPTHI ?FIELD IN=PLACE >LAB OMPACTION COMPACTION kY ELEW MOISTURE DENSITY SAMPL V., pcf) ATTAINEOF REQUIRE :r 1 Cherry Lane 135' S of MH 91 SG 5.6 132.0 3287RC 97 95 2 Cherry Lane 100' S of MH 91 -4' 8.7 128.8 3287RC 96 95 3 Cherry Lane 200' S of MH 91 SG 6.4 129.8 3287RC 96 95 4 Cherry Lane 300' S of MH 91 ;4 SG 6.3 134.2 3287RC 99 95 5 Cherry Lane 100' S of MH 1D11,'' SG 6.0 133.4 3287RC 98 95 6 Cherry Lane 200' S of MH 101 SG 5.5 130.0 3287RC 96 95 7 Cherry Lane 300' S of MH 101 h SG 6.9 134.1 3287RC 99 95 8 Cherry Lane 200' S of MH 91 -4' 7.6 130.2 3287RC 96 95 I Cherry Lane 300' S of MH 91 -3' 8.7 128.8 3287RC 95 95 10 Cherry Lane 100' S of MH 1014 -3' 7.5 128.7 3287RC 95 95 Lab Moisture-Densi Data: Lab �3 }t So>1 °Source , Q edt�mm M p M D= 5ampJ� Type s [3enOU sty Moisture on#4 Test Method M rgz 3287RC Well Graded Sand w/ F-1 Trucking Pit 130.5 8.5 19 ASTM D1557C Silty Clay and Gravel Comments: GeoTest was on site as requested to test compaction of sanitary sewer backfill. All tests with the exception of#23 retest of#23 from 5-24-05 met minimum requirements. E CE- IVED AN 2 0 2005 Copies: Client Submitted By: can Cool, P.E. G&6technical Engineer vn,n,na.mw T..waww,o co.:i-sazarn.aw..sos..pThis report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate only to the sample(or location)tested.Copyright©1993 GTS www.geotest-inc.com GEOTEST SERVICES, INC. 741 MARINE DRIVE BELLINGHAM, WA 98226 PHONE: (360) 733-7318 FAx: (360) 733-7418 FIELD DENSITY I MOISTURE TEST REPORT • SOILS CONTINUATION PROJECT: The Orchards JOB#: 5324 . CLIENT: Irving Construction REPORT#: S5 CONTRACTOR:Client/Decker Construction PAGE#: 2 of 2 Field Data: TEST LOCATION D6PTW/ FIELD IN PLACE LAB r ±~Ol t'ACTtOI OMIPAG N' MOISTURE DENSITY ..SAMPLE= �" � M s °/ -� .o 11 Cherry Lane 200' S of MH 101 4 -3' 6.1 129.7 3287RC 96 . 95 12 Cherry Lane 300' S of MH 101 -3' 8.5 128.8 3287RC 95 95 13 Cherry Lane 100' W of MH 100 4- -3' 8.2 128.7 3287RC 95 95 14 Cherry Lane 100'W of MH 100 -1` 5.2 129.9 3287RC 96 95 15 Cherry Lane 200'W of,MH 100 SG 6.3 132.4 3287RC 97 95 16 Cherry Lane 200'W of MH 100x -2' 7.2 129.0 3287RC 95 95 17 Cherry Lane 45' S of MH 98 -2' 6.4 125.7 3313 95 95 18 Cherry Lane 45' S of MH 98,u SG 7.5 126.0 3313 95 95 19 Cherry Lane 145' S of MH 98 4- SG 9.5 125.1 3313 95 95 20 Cherry Lane 245' S of MH 98 V -3' 9.2 125.2 3313 95 95 '1 Cherry Lane 245' S of MH 98"- SG 9.8 125.6 3313 95 95 er Lane 145' S of MH 98-s -2' 9.1 125.4 3313 95 95 [�f3 Retest#23 from 5-24 50' N of MH 95 -1' 11.4 120.9 3313 95 24 Retest#21 from 5-24 154' S of MH 94 -1' 10.0 126.7 3313 96 95 va.n.na.mw.v.o�.�.r..wuuM.v c...i-saza'rn.oRn..ms.mPThis report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate only to the sample(or location)tested.Copyright©1993 GTS GC OTG 5T 741 Marine Drive E �-� E i V E I" Bellingham,WA 98225 360 733_7318 888 251_5276 360 733_7418 JUN 10 2005 TEST REPORT MOISTURE-DENSITY RELATIONS ❑ SOILS PROJECT: The Orchards JOB NO: 5324 ADDRESS: 41st and H Street,Anacortes REPORT NO: S4 CLIENT: Irving Construction TEST DATE: 6-3-05 CONTRACTOR: Client/ Decker Const. PAGE NO: 1 of 1 SAMPLE SOURCE: F-1 Pit SAMPLE DATE: 6-1-05 SAMPLE LOCATION: On Site Stockpile SAMPLED BY: DJB LAB SAMPLE SOIL USCS PLUS PLUS TEST MAXIMUM OPTIMUM NO. TYPE SYMBOL 3l4"% #4% METHOD DRY DENSITY MOISTURE Poorly Graded Sand w/ ASTM D1557B 141.0 pcf 6.0% 3331 Silt&Gravel SP-SM 6 36 ASTM D4718 145.6 pcf 5.5% SIEVE ANALYSIS 150 _ SIEVE PASSING SPEC. SIZE % -00 4" 100 100 _ l 2" 100 75-100 145 -,mom:+� _-__ __ 3/4 94 - -!�J— 3/8" 80 - - #4 64 50-80 140 ! #20 42 - a #40 31 30 max. cn - #60 19 135. �? #200 9.5 7.0 max a cn I 0 130- *SPECIFICATION: } P %-f_ Gravel Borrow WSDOT 9- e ^/q /l i..,. 03.14(1) �_1YC�� tom.! ...__4...._!i...._.. Gam/ '�:...:...f....._,_..._ Sand Equivalent: i 125- Test: 53 Spec: 50 min. j Dry Sieve: ASTM C136 I Wet Sieve: ASTM C117 �7 Sand Equivalent:ASTM D2419 120 2 14 Comment the#40 and#200 sieves. Copies: Clie Submitted By: Grant Richardson Technical Director This report shall not be reproduced except in full,without the written approval of Geo\Test Services,Inc. The above test results relate only to the sample(or location)tested. www.geotest-inc.com V'eOT� 1T Bel Marine Drive `: ' GEP 2 r 200 Bellingham,WA 98225 360733 888 2�1_5_76 360 733_7418 FIELD DENSITY / MOISTURE I EST REPORT ' SOILS ASTM D2922/D3017 PROJECT: The Orchards JOB#: 5324 ADDRESS: 41st Street and H Street,Anacortes REPORT#: S6 CLIENT: Irving Construction TEST DATE: 9-12-05 CONTRACTOR: Client/Decker Construction PAGE#: 1 of 2 PERMIT#: INSPECTOR:TC Compaction of: Import Structural Fill Under Curb and Gutter Field Data: TEST: LOCATION ] DEPTH/ F..IELD IN PL,4GE LAB COMPACTION COMPACTION ELEY MOISTURE DENSITY SAMPLE 1 E. curb, station 40+75 r TOG 3.1 144.5 3331 RC 99 95 2 W.curb, station 41+75 TOG 4.2 140.7 3331 RC 97 95 3 E.curb, station 42+75 TOG 3.2 145.3 3331 RC 100 95 4 W.curb, station 44+00 TOG 3.9 142.7 3331 RC 98 95 5 E.curb, station 45+00 TOG 3.2 143.1 3331 RC 98 95 6 W. curb, station 46+004 TOG 5.3 142.2 3331 RC 98 95 S. curb, station 47+75Ar TOG 3.6 138.7 3331 RC 95 95 8 N. curb, station 48+75Y TOG 3.3 140.3 3331 RC 96 9.5 J W. curb, station 18+00" TOG 4.4 139.5 3331 RC 96 95 10 E. curb, station 17+004 TOG 4.5 143.0 3331 RC 98 95 Lab Moisture Densl Data Lab 5otl Source Bllax Dry Optimum toin d $ample Type ol�o or�#4 enslty M ure Test Methotl ; 3331 RC Poorly Graded Sand w/ F-1 Pit 145.5 5.5 36 ASTM D4718 silt and Gravel Comments:GeoTest was on site at the above location:to test compaction of structural fill under the curb and gutter.All elevations are from the"Top of Grade".All tests met the required compaction. GeoTest will return upon request. opies: Client Submitted By: can Cool, P.E. Geotechnical Engineer �,b�a,,�P t,�T„nrowu co�i-s�za n�w�nda�soaWmPThis report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate only to the sample(or location)tested.Copyright O 1993 GTS www.geotest-inc.com GEOTEST SERVICES, INC. 741 MARINE DRIVE BELLINGHAM, WA 98226 PHONE: (360) 733-7318 FAX: (360) 733-7418 FIELD DENSITY MOISTURE TEST REPORT ' SOILS CONTINUATION JOB#: 5324 PROJECT: The Orchards REPORT#: S6 CLIENT: Irving Construction PAGE#: 2 of 2 CONTRACTOR:Client I Decker Construction Field Data: TEST.::, "LOCATION DEPTH! ` FIELD IN PLACE LAB COAAPlCTlr3N COMP TION ELEU MOIST.t7RE DENSITY SAMPLE .,. 11 W. curb, station 16+00.4 TOG 3.6 140.8 3331 RC 97 95 12 E. curb, station 15+00� TOG 2.8 142.3 3331RC 98 95 13 N. curb, station 14+00')( TOG 3.1 143.2 3331 RC 98 95 14 S. curb, station 13+00 9 TOG 4.3 139.1 3331 RC 96. 95 15 N. curb, station 12+00 )` TOG 3.7 141.4 3331 RC 97 95 16 W. curb, station 11+00,x TOG 3.9 144.3 3331 RC. 99 95 17 E. curb, station 10+00 A TOG 3 143.8 3331 RC 99 95 ,8 W. curb, station 9+00-A TOG 3.9 141.8 3331 RC 98 95 J E. curb, station 8+00 4 TOG 4.3 141.0 3331 RC 97 95 W. curb, station 7+00 4 TOG 3.6 145.4 3331 RC 100 95 21 E. curb, station 6+00* TOG 3.8 139.9 3331 RC 96 95 22 W. curb, station 5+001( TOG 3.8 141.2 3331 RC 97 95 23 E. curb,station 4+00 TOG 4.2 142.4 3331 RC 98 95 24 W.curb, station 3+00 u TOG 4.6 137.6 3331 RC 98 95 TOG 4.5 143.0 3331 RC 98 95 25 E. curb,station 2+00 26 W.curb, station 1+00 x . TOG 4.0 137.9 3331 RC 95 95 ,y,,,� mw.ami,cti'r.mww�mv c,�i.soZ4n„omn.n+soa mjhis report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate only to the sample(or location)tested.Copyright©1993 GTS ������ 741 Marine Drive _ Bellingham,WA 98225 360 733_7318 888 251_5276 360 733_7418 FIELD DENSITY / MOISTURE TEST REPORT • SOILS ASTM D29221D3017 PROJECT: The Orchards JOB#: 5324 ADDRESS: 41st Street and H Street,Anacortes REPORT#: S8 CLIENT: Irving Construction TEST DATE: 9-28-05 CONTRACTOR: Client/Decker Construction PAGE#: 1 of 1 PERMIT#: INSPECTOR:DJ Compaction of: On Site Native Material for Pond Berm Field Data: TEST LOCATION DEP3THl ,. F1=1ELD IN PLACE LAB COMPACTION COMPACTION #" ELEU M015TURE DENSITY SAMPLE" _.. (ft) %�) (Pcfl 1 NE corner of pond,18' E of control 0 12.0 125.9. 3674RC 94 95 structure 2 Ne corner of pond, 18' E of control -2 17.0 109.8 3674RC 82 95 structure 3 NE corner of pond,18'W of control 0 9.9 126.6 3674RC 95 95 structure 4 NE corner of pond, 18'W of control -2 18.4 108.5 3674RC 81 95 structure Lab Moisture-Density Data: dab Saal Source Nlax Dry sz aa�B-R t16a MOtSt!u'tptm@y y "' uROYii ert j TS�M%M D2Y OCI ,. .:.r-.ate: :..:. .... .... ._ .. .......- ..,as., ......... :...x - ... ...... __ .. - ....� :.. :=� 3674RC Silty Sand Native 133.5 7.5 12 ASTM D4718 Comments: GeoTest was on site as requested for in-place density testing of the native material used as fill for the pond berm approximately 18'east and west of the control structure.Tests#1, 2 and 4 did not attain the required compaction. Moisture levels were high of optimum for compaction. Copies: Client Deker Construction City of Anacortes Ravnik&Associates Submitted By - Sean Cool, P.E. �. Geotechnical Engineer AW*Ma1de D-Prcja Te WhmY�ML-sazaTne Orlh a.soe ..his report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate onlyto the sample(or location)tested.Copyright©1993 GTS www.geotest-inc.com 741 Marine Drive r_7e0Te15 lT Bellingham,WA 98225 360 733_7318 888 251_5276 360 7d3,,7418 lywset �".A � ."� c.• 2005 TEST REPORT MOISTURE-DENSITY RELATIONS [I SOILS PROJECT: The Orchards JOB NO: 5324 ADDRESS: 41st and H Street,Anacortes REPORT NO: S7 CLIENT: Irving Construction TEST DATE: 9-30-05 CONTRACTOR: Client 1 Decker Const. PAGE NO: 1 of 1 SAMPLE SOURCE: Native SAMPLE DATE: 9-9-05 SAMPLE LOCATION: On Site Stockpile SAMPLED BY: J.K LAB SAMPLE SOIL USCS PLUS PLUS TEST MAXIMUM OPTIMUM NO. TYPE SYMBOL 314"% METHOD DRY DENSITY MOISTURE 3674 Silty Sand SM 5 12 ASTM D1557B 132.0 pcf 8.0% ASTM D4718 133.5 pcf 7.5% MOISTURE-DENSITY CURVE SIEVE ANALYSIS 145 Ih j I i I l I I SIEVE PASSING SPEC. SIZE �� i 3 100 Saturation Curve i ! ' 1 1-1/2" 98 140 3/4 95 j 3/8" 91 #4 88 #10 84 c> 135 � I I l i i i j I ' i I l i ' #20 80 #40 74 IL —� I I -- -�---� - #60 62 Z - - - ---- ;---�—-- - -' -- -I- ----� ----� ;--- #100 51 I o O 130 I ' I I I I '-- #200 38 -1 IL ---�--- i Lu ILIw 125 I *SPECIFICATION: I i - - - Native i I Dry Sieve: ASTM C136 120 I i Wet Sieve: ASTM C117 -- ---� ---- -- F-� - III li I ! I I I I I 115 2 4 6 8 10 12 14 MOISTURE CONTENT ❑ PERCENT.OF DRY WEIGHT Comments: Copies: Client Submitted By: �. Grant Richardson Technical Director This report shall not be reproduced except in full,without the written approval of GecXTest Services,Inc. The above test results relate only to the sample(or location)tested. www.g eotest-inc.com 0 OeOTG 5T .Bel Marine Drive PHONE607 8TOLL88 251 FAX ®� Bellingham,WA 98225 360 733_7318 888 251_5276 360 733_7418 TEST REPORT MOISTURE-DENSITY RELATIONS ❑ SOILS PROJECT: The Orchards JOB NO: 5324 ADDRESS: 41st and H Street,Anacortes REPORT NO: S7 CLIENT: Irving Construction TEST DATE: 9-30-05 CONTRACTOR: Client/Decker Const. PAGE NO: 1 of 1 SAMPLE SOURCE: Native SAMPLE DATE: 9-9-05 SAMPLE LOCATION: On Site Stockpile SAMPLED BY: J.K LAB SAMPLE SOIL USCS PLUS PLUS TEST MAXIMUM OPTIMUM NO. TYPE SYMBOL 3l4"% #4% METHOD DRY DENSITY MOISTURE .3674 Silty Sand Sm 5 12 ASTM D1557B 132.0 pcf 8.0% ASTM D4718 133.5 pcf 7.5% MOISTURE-DENSITY CURVE SIEVE ANALYSIS 145 SIEVE PASSING SPEC. \ f— --- -- — —�— SIZE % _Saturation - - - 3 100 I' Curve 1-1/2 98 140 I - 3/4 95 - - J-t-_- -j-_--- I- -- - - 3/8" 91 #4 88 -�--j--j - ----- -�- I --- #10 84 135 _ #20 80 a i - (- - � -- - - #40 74 - ---- - o -- #60 62 130 CL ee/I W 125 *SPECIFICATION: 1 Native Dry Sieve: ASTM C136 120 Wet Sieve: ASTM C117 i � I , i 115 ' I 2 4 6 8 10 12 14 MOISTURE CONTENT ❑ PERCENT.OF DRY WEIGHT Comments: .;opies: Client j Submitted By: Grant Richardson Technical Director This report shall not be reproduced except in full,without the written approval of Geo\Test Services,Inc. The above test results relate only to the sample(or location)tested. www.geotest-inc.com ANACORTES PUBLIC WORKS DEPARTMENT Steven Lange, Project Manager P.O.BOX 547,ANACORTES,WA 98221 PH(360)661.3468 E-MAIL:stevel@cityofanacortes.org FAX(360)293-1938 Memo Date: October 10,2005 To: Memo to the File From:Steven Lange Subject:On-site Inspection for Subgrade Compaction(PW#04-038-DES cc: Dave Walde, Fred Buckenmeyer, ICC On June 23, 2005 at 10:00 am, I performed a visual site inspection for subgrade compaction along Cherry Lane. There were no signs of yielding in the subgrade. Greg Decker used a loaded 10-yard dump truck for the inspection test. Steven Lange for Dave Walde on vacation GEOTEST SERVICES, INC. ASPHALT CONCRETE PAVEMENT JOB NO. _ 741 MARINE DRIVE COMPACTION CONTROL REPORT REPORT NO. BELLINGHAM.WA. 98225 TEST DATE (p tta -)ne: (360)733-7318 NUCLEAR GAUGE PAGE I of + �x: (360)733-7418 ASTM D2950 INSPECTOR c—s ACP Class PROJECT i1..,, (7vr�nn,..r�?.` ADDRESS £ ! Source CLIENT ('o cw a.�,� n Leveling ©`Wearing Base CONTRACTOR �OCI�e f �r�r. r(Y rd-;o � LA�l 1=C #a��:-"•.� y Air Temperature RiceiDensity, pcf Correlation Factor r Test Offset DT,in. Density 77 � Lot#/Quantity Station No. Depth BS pcf eq l!red Beginning Sta. f D. j Ending Sta. 1:Z Lot Length q 5 , 1 i v i 7z z Lot width f ( 2 # 4-1 F) Plan Depth 4" 3 Z l{4,4- ( , 8 Lane ❑Lt. ErRt ao 1� �17 DEB ERWB DNB❑SB 2 ACP Temp. a �I -F a U 1 j z Average 7 a �r IC_ . Compaction L_ i marks: <.!ej l S W4 S ,-J. a,.VC-M-4-VI 5+ Test: Offset 'DT in ; Density AveReading Lot#/Quantity Z Station No. Depth BS pcf Corrected Attained Required Beginning Sta. #� ( ?� L�- s� 7 Ending Sta. �,t,,u 61 5 00 `��2 Z- Lot Length ( 9 2 •O Lot Width J, 4- ( / Plan Depth a Lane ❑Lt. CkRt v ? 1 DEB IRWB DNB❑SB a� # 4, v� 1 . S 9Z ACP Temp. � # 4-3 / � � Z' # z s '5 Average P `H D / I �Z Compaction �2_ Remarks: 1� a-✓1 .c ,,,-C .,A i ,�` +Lk �.n1(S, P.,,,,c� Rollers (f Sy✓ Passes i.. lQU L..i Roller Codes: SDV-Singel Drum Vibrator DDV Double Drum Vibrator P-Pneumatic TS-Tandem Steel COUNT ♦ DENSITY: Z���� MOISTURE: GAUGE MODEL/SERIAL#: Q)�J DIST: ORIG,-GEOTEST, COPY-FIELD checked by: 1lMotherldatalForrnslFieldAsphalt Comp GEOTEST SERVICES. INC. ASPHALT CONCRETE PAVEMENT JOB NO. 741 MARINE DRIVE COMPACTION CONTROL REPORT REPORT NO.. 13ELLINGHAM.WA 98225 TEST DATE ',,''` - .E ne: (36D) 733-7318 NUCLEAR GAUGE PAGE of (36D) 733-7418 ASTM D2950 W SPECTOR PROJECT T : „r � , :„ ACP Class _ j,, r ', ADDRESS ' i r� t Source �``,,•,.� a ❑ Leveling Wearing ❑Base CLIENT 7. :. r F . CONTRACTORP"I Air Temperature :Ya Rice Density, pcf Correlation Factor Offset DT,in.. Density Ave.Reading r., ", Lot#IQuantity r `�.(r J Test Station cf q g `� S No. Depth B5 p Corrected Attained Re wired Beginning sta. Ending Sta. } Lot Length z y /l , ` •, r Lot Width / 2_5 Plan Depth . rr �/ Lane oO-Lt. l Rt DEB OWB GNB DSB 474015 ACP Temp. Average :4 r ` a Compaction 9 f � auu P marks: /^ Offset DT,in. Density Ave:Reading: •rt, Lot#IQuantity Y 'Test Station No. Depth BS :. `pcf Corrected Attained Required Beginning Sta. 14 4,0 „ �c r. Ending Sta. j Z F .n ' Vr/ Lot Length °r � F, a a Lot Width _ r / C e 5:; Plan Depth : + tax I ! Lane ❑Lt. I(',:Rt DEB OWB ONE OSS y 2;: 3a ) ) � a `�• �i � ACP Temp. � �^ •'hhl . ,� 1 �-} a Average Compaction j d Rollers / y Remarks: Passes Roller Codes: 5DV-Singel Drum Vibrator DV Double Drum Vibrator P Pneumatic TS-Tandem Steel COUNT ♦ DENSITY: MOISTURE: GAUGE MODEL/SERIAL#: checked by: DIST: ORIG.•GEOTEST, COPY-FIELD M:1Formi-?.tIgDIFInIdAephall Comp.lwp ' ASPHALT CONCRETE PAVEMENT JOB NO. �I GEOTEST SERVICES. INC. REPORT NO. ✓ 741 MARINE DRIVE COMPACTION C I TI �V� TEST DATE BEI I .INGHAM.WA 9B225 PAGE of p . (36D) 733-7318 NUCLEAI ; 'fb 2005 INSPECTOR Fa _. (36W 733-7418 ASTM bb 95 NGINEERINCJ ,CP Class G . PROJECT D-V c-1�ti. i rc 1 n. F i�.l Source r, ADDRESS I I ,a �" ,� , � ❑ Leveling ❑Wearing ❑ Base CLIENT (.ori...�'I(1.L-1 i'.I'� o Air Temperature �. CONTRACTOR Rice Density,pcf 1 , �- Correlation Factor I . o c> s Offset DT;in.. Ave.'Reading h• Lot#!Quantity 1 , Test zoo Density Station pcf Corrected Attained Required Beginning Sta. /L? -1{U No. - Depth `BS 1.4 Ending Sta. /U 4 'f 7 lj -h 9 LP ,. l I u I iI 1�13 3 Lot Length & ' Lot Width 1S— u �, 1.4�1.1 1�13•�d G 1 5-• `L� 1 L12 ? Plan Depth 3 „ •�1 3.Z Lane ❑Lt. 21 Rt 2'-S I�l a.,,� I`► C DEB DWB DNB DSB 3 1�—� 12 3•� l I�-, .� Iq,4- s l I I "4 14 S• r� =f 7 ACP Temp. L4 'r a J q /.n Average / �'i L Compaction irks: Offset DT,in. 'Density Ave.Reading: Lot#IQuantity Test Station Depth ES Pcf Corrected 'Attained Required Beginning Sta. �; i No. p L� 1 U�V'j S I LIC7 Ending Sta. 0 13 � Lot Length s,�Q� r �Y a' 1 t�f2,'� !�5•� 1/11J 1L1 3.2 ';`I.I Lot Width I v r 1 V 1 Plan Depth 3 " Lane ❑Lt. ltRt ul t`I�'�O lu�t�.2. - Z- DEB OWBONBOSB 1 +v2 3" Igq.-I I f-(1,cI 112. ACP Temp. I V� 93 2 '� I y 2 (o I tit•S GI 3 2 Average 3 Compaction /! Rollers Remarks: <; �L Passes u Roller Codes: T, SDV-Singel Drum Vibrator 'r";—,Mt" �/t l y' r`.r .�:!/�d DDV-Double Drum Vibrator p -Pneumatic TS-Tandem Steel COUNT + DENSITY: 2Sc6,0 MOISTURE: D b GAUGE MODELISERIAL#: `Iseop 012 checked byz. y(= DIST: ORIG.-GEOTEST, COPY-FIELD M:1Fmma-7.000\�Inl�lAsphal Cnmp.lwp GEOTEST SERVICES. INC. ASPHALT CONCRETE PAVEMENT JOB NO, 741 MARINE DRIVE COMPACTION CONTRCDW"T20ffi REPORT NO. BELLINGHAM.WA 98225 TEST DATE r, - Phr (36D) 733-7318 NUCLEAR GAIEM,31NEERING PAGE of f Fak. ,36M 733-741B ASTM D2950 INSPECTOR PROJECT T��, �•! 'Y,r f�,(c ACP Class V,," k ADDRESS Ll I 1" Source t �� �✓ cr, y`+-n i.��r- 1�� CLIENT `c f: j,if, I'r, „, ,T: ❑ Leveling ❑Wearing ❑ Base CONTRACTOR dr fir , !.,,, r ,' ;,,,n Air Temperature Rice Density, pcf ( "/ Correlation Factor 1 .O 11 Offset 'DT,in.. Ave.Reading .r. ,. Lot#/Quantity / Z p Test Density No. Station 'Depth :B8 pcf Corrected Attained Required Beginning Ste. " Ending Sta. 3 Ft.( j @r I`� •?i -(. '� Lot Length t N 1 3• �` t`'. Lot Width ( " Plan Depth < <f J114Ll b s•: 2 0 Lane ❑Lt. ❑Rt 11 CEEB E3WB ❑NB TSB i LI 3,q z 1S,0 i ACP Temp: t 1 �, ( a Average G, �rJ "� J`� '�' `� � Compaction Re ��j� s J t.•�F� Ira<_, X-f r}.; t,_ 1��'tr'Si-r �:U.+._ G�riJirie� � �r:l,� e.j.l' ,�i ��^ ��f�� 3 el _ Test Offset DT,in. Density Ave:Reading: n. " . Lot#/Quantity Z &C, No. Station Depth BS pcf Corrected Attained Required Beginning Sta (D (Gj S"A 1 S 1 Ll2.(v (�(K-o Ending Sta: I.2,-7 5" 1 V�� I `(� Z y�•CO Lot Length 1 5 A/ ('15 �y5 Lot Width 3 (4{ra-2 HT � Plan Depth Lane ❑Lt. ❑Rt l_.B ❑WB ❑NB❑SB L/ /U (�lS.'L �{�•`�- ACP Temp. Average �� ��-�✓�1 3'N 14 3 lw7 c" �( �� Compaction .� Remarks: -Lo S�" V1LL- ( /._ �� i>-� G•` C` '� Rollers r Passes QMC �P, n)I rA w a6s i V�j �esvf�� Aw x1craM's a Roller Codes: f /v'sd Ef Ce�m Orri{1 Jy� SDV-Singel Drum Vibrator DDV-Double Drum Vibrator P-Pneumatic TS-Tandem Steel COUNT + DENSITY:2 ' MOISTURE: gf? GAUGE MODEL/SERIAL#: h DIST: ORIG.-GEOTEST, COPY-FIELD checked by; M:1Fnrm:r7.0001FInItIA:;phalt Gomp.lwp GEOTEST SERVICES. INC. ASPHALT CONCRETE PAVEMENT JOB NO. 741 MARINE DRIVE COMPACTION CONTROL REPORT REPORT NO. RELLINGHAM. WA 98225 PAGE NO. '— me: (360) 733-7318 PAGE Z of 2 tx: (360) 733-7418 CONTINUATION SHEET INSPECTOR S" Offset :DT,in. Density Ave.Reading7-- LotLot#/Quantity �j 1�� Test Station No., Depth BS pcf Corrected A Beginning Sta. I ( wJ I �i' 14yEnding 5ta 7Q 12`` I c l r I 1 Ll IA.I Lot Length %i3 r L� Width t o ItIt,. 1�9 j,f Lf �' Plan Depth 3 Lane ❑Lt. 'S Rt I I �3 Iy DEB DWB DNB ❑SB 3'' ill •`� 1�I3'`d `!N I�{". I WTI ,0 2 ACP Temp. y U� 14 I LIC-'[0 1 y 1 r, �r ' {Ljr3.� 1LI r Average -7 �, r' 2 Compaction I o "c 1=0 LI Ieli•9 Remarks: Offset ::DT,in Ave Reacting .- Lot#/Quantity Test' Density Station pcf: ::Corrected Attained:Required Beginning Sta. No.. Depth::, "BS Ending Sta. Lot Length . Lot Width Plan Depth Lane ❑ Lt. ❑Rt DEB DWB DNB DSB ACP Temp. Average Compaction Remarks: Test. set'.`DT m Density Ave Reading .• Lot#/Quantity Station No ' ::Depth; BS :'Corrected , Attained':Required Beginning Sta. Ending Sta. Lot Length Lot Width Plan Depth Lane D Lt. ❑Rt DEB DWB DNB❑SB ACP Temp. Average Compaction Remarks: xwotherlclFormswieldAsphalt comp.lwp GEOTES7 SERVICES. INC. ASPHALT CONCRETE PAVEMENT JOB NO. 4' 741 MARINE DRIVE COMPACTION CONTROL REPORT REPORT NO. BELLINGHAM.WA 98225 TEST DATE -ine: (36D) 733-7318 NUCLEAR GAUGE PAGE of c: (360) 733-7418 ASTM D2950 INSPECTOR •�-^, ACP Class C1 ats PROJECT #;Source tl t�l.k;,,� ADDRESS : r ," •' �`� �;E. f ❑ Leveling Of.Wearing ❑Base CLIENT Mt y r i l 1 f CONTRACTOR ,' ": Air Temperature Rice Density, pcf �n Correlation Factor �a } Station Offset 'DT,in.. Density Ave.Reading +�• . Lot#IQuantity Test No. Depth ?BS Pcf Corrected Attained Required Beginning 5ta. +� r Ending Sta. 3 to {{ ( ?i�- �,.�.. € Lot Length ' ! °? Lot Width f Z IFS '1 4 tTi e1 /, i Plan Depth . Lane Lt. ❑Rt { ' t DES OWB ONS EISB ACP Temp. r ) i7 + �! Average .71 �44'� � Gompaction 'marks: offset' DT;in. Density Ave:Reading: �• +•r Lot#IQuantity Test Station ' No. . Depth. BS :. pcf !!Corrected 'Attained Required Beginning Sta. ��•¢- Q ;,� Ending Sta. Lot Length 'g o o g Lot Width Plan Depth "� � �� '..{•` J '7+ � � � e� 4��� � E y I 4.k d q l `t'S, S Lane O Lt.,�Rt t 1 �1 t/ f ❑EB OWB ONE O5B e 07 r C> ACP Temp. h t `d -3 Average n Zb 1 2- Remark Compaction Rollers � oh ' s (� �� � ry � Passes Roller Codes: -Singel Drum Vibrator DID Double Drum Vibrator P -Pneumatic TS-Tandem Steel COUNT ti DENSITY: MOISTURE: GAUGE MODELISERIAL#: checked by: DIST: ORIG.-GEOTEST, COPY-FIELD _ M:1Fonna-2DIIDIFInIdAsphalt Cnrnp.lwp � j - GEOTEST SERVICES. INC. ASPHALT CONCRETE PAVEMENT JOB NO. 741 MARINE DRIVE COMPACTION CONTROL REPORT REPORT NO. TEST DATE +y9,:•. ,. 7 1"," 5. BELLINGHAM. WA '98_225 PAGE of ne: (360)733-7318 NUCLEAR GAUGE (360) 733-7418 ASTM D2950 1NSPECTOR ,. -'txk,ri f f � � ACP Class PROJECT T YT. �i t � '��.�Cr .'1 � t� `�'t�JC r� ... �.a;��r'er<r i t ry„ Source ADDRESS ��. ❑ Leveling $Wearing ❑Base CLIENT Air Temperature =� CONTRACTOR Rice Density,pcf Correlation Factor rye , u Lot#/Quantity ' Offset DT,in.. Density Ave.Readjng w• ".. Test Station No. Depth B5 pcf Corrected Attained Required Beginning Sta. Ending Sta. Lot Length /0 �v 1 f n�.:. 3 Lot Width -j { 2? Plan Depth . di I ' Lane O Lt. �Rt 1 ❑EB OWS ONE OSB �s l j4 s d„C ACP Temp. � L Average �-, F`=• ! � ,-, `��, �� Compaction marks: Offset: DT;in. 'Density Ave:Reading. «• •r Lot#IQuantity Test Station No. Depth BS pcf Corrected Attained Requiredl Beginning Sta. Ending Sta. Lot Length Lot Width Plan Depth Lane ❑Lt. ❑Rt DEB OWB ONE OSB ACID Temp. Average Compaction Rollers i 10lh. Remarks; Passes Roller Codes: 5D -Singel Drum Vibrator DV Double Drum Vibrator P -Pneumatic TS-Tandem Steel COUNT DENSITY: MOISTURE: GAUGE MODELISERIAL#: checked by: DIST: ORIH.•GEOTEST, COPY-FIELD _ M:\Fonro�•7,g005F1nIAAsp�c�lt Cumli.lwj! IleC.7eOTG 5T 741 Marine DfIVe- PHONE TOLL FREE FAX Bellingham,WA 98225 360 733_7318 888 251_5276 360 733_7418 TEST REPORT ACP EXTRACTION AND GRADATION PROJECT: The Orchards JOB NO: 5324 CLIENT: Irving Construction REPORT NO: Al MIX TYPE: Class B ACP - Modified DATE: 6-10-05 SOURCE: Lakeside Industries PAGE NO: 1 of 1 LOCATION: Truck 20061/1928 at 124.82 tons at 1:15 PM SAMPLE DATE: 6-10-05 LAB SAMPLE#: 3364 SAMPLED BY: SS GRAIN-SIZE DISTRIBUTION CURVE s" 100 3" 2- 12 1" .2 ^e 4^ #4 #8#10 #16 #20 #30 #40 #50#60 #100 #200 90 3/411 100 100 80 ( I I 1/2" 95 90-100 3/8" 85 75-90 70 #4 63 46-66 #10 42 30-42 so #20 27 - #40 19 11-24 50 #60 12 - #100 8 _ cu #200 5.1 3.0-7.0 a- 40 ASPHALT CONTENT 5.29%(based on total weight) 30 RICE DENSITY. ASTM D2041 Specific Gravity=2.512 20 Maximum Density= 156.3 pcf 10 TESTPROCFDURES Asphalt Content-AASHTO T308 Gradation-AASHTO T-30 o %Fracture-WSDOT TM1 100.0 50.0 10.0 5.0 1.0 0.5 0.1 0.05 % Fracture Grain diameter(mm) 3/8" 100% Coarse Fine Coarse Medium Fine #4 96% GRAVEL SAND, #10 93% Spec 75 min. Comments: Material meets gradation requirements for WSDOT Class B ACP. ;opies: .Client f Submitted By: Grant Richardson Technical Director This report shell not be reproduced except In full,without the written approval of Geo\Test Services,Inc. The above test results relate only to the sample(or location)tested. www.geotest-inc.com CMG OTG 5T 74,Marine Drive WA 982 PHONE TOLL FREE Fax Bengham, 25 360 733_7318 888 251_5276 360 733_7418 TEST REPORT ACP EXTRACTION AND GRADATION PROJECT: The Orchards JOB NO: 5324 CLIENT: Irving Construction REPORT NO: A2 MIX TYPE: Class B ACP-Modified DATE: 6-10-05 SOURCE: Lakeside Industries PAGE NO: 1 of 1 LOCATION: Truck 20404/1931 at 219.36 tons at 2:111 PM SAMPLE DATE: 6-10-05 LAB SAMPLE#: 3365 SAMPLED BY: SS GRAIN-SIZE DISTRIBUTION CURVE ^ 100 3" 2" 1= 1- a" .2 s^ a #4 #8#10 #16 #20 #30 #40 #50#60 #100 #200 � I � � � � � � �51E�E ` w ��; •� ��.�. 90 � . 3/4" 100 100 80 I I 1/2" 94 90-100 3/8" 82 75-90 70 #4 61 46-66 #10 39 30-42 so #20 25 - #40 17 11-24 50 #60 11 - N #100 7 _ #200 4.6 3.0-7.0 a 40 ASPHALT CONTENT 5.27%(based on total weight) 30 TEST PROCEDURES: Asphalt Content-AASHTO T3W Gradation-AASHTO T-30 20 %Fracture-WSDOT TM1 % Fracture 10 1/2" 100% 3/8" 100%. o 1 1 1 1 #4 95% 100.0 50.0 10.0 5.0 1.0 0.5 0.1 0.05 #10 93% Grain diameter(mm) Spec 75 min. Coarse Fine Coarse Medium Fine GRAVEL SAND Comments: Material meets gradation requirements for WSDOT Class B ACP. 3opies: Client Submitted By: Grant Richardson Technical Director This report shall not be reproduced except in full,without the written approve[of Geo\Test Services,Inc. The above test results relate only to the sample(or location)tested. www.geotest-inc.com t 741 Marine Drive Cie i T e5T Bellingham,WA 98225 360733_7318 888 251_5276 360 733_7418 TEST REPORT ACP EXTRACTION AND GRADATION PROJECT: The Orchards JOB NO: 5324 CLIENT: Irving Construction REPORT NO: A4 MIX TYPE: Class B ACP- Modified DATE: 10-27-05 SOURCE: Lakeside Industries PAGE NO: 1 of 1 LOCATION: Truck 393/4691 at 688.06 tons at SAMPLE DATE: 10-27-05 LAB SAMPLE#: 3828 SAMPLED BY: JN GRAIN-SIZE DISTRIBUTION CURVE 3" f„ 3" t, 100 3` 2" 1�, 1" - z e a #4 #8#10 #16 #20 #30 #40 #50#60 #100 #200 SIEVE PASSING SPEC go 3/4" 100 100 80 I I I 1/2" 90 90-100 3/8" 81 75-90 70 #4 59 46-66 #10 38 30-42 so 11, I I I 1 #20 25 - #40 17 11-24 50 #600 7 a ao I I I I #200 4.8 3.0-7.0 ASPHALT CONTENT o I I 5.39% (based on total weight) 30 I I I TEST PROCEDURES: Asphalt Content-AASFff0 T308 Gradafion-AASHTO T-30 20 %Fracture-WSDOT TM1 I 10 I RICE DENSITY- ASTM D2041 Specific Gravity=2.515 Maximum Density= 156.5 pcf 0 100.0 50.0 10.0 5.0 1.0 0.5 0.1 0.05 Grain diameter(mm) Coarse Fine Coarse Medium T Fine GRAVEL SAND Comments: Material meets gradation requirements for WSDOT Class B ACP. Copies: Client Submitted By: J�� Grant Richardson Technical Director This report shell not be reproduced except in full,without the written approval of Geo\Test Services,Inc. The above test results relate only to the sample(or location)tested. W W w.g eotest-i n c.com r eOTe5T Bel Marine Drive r;0; 88 25 ; ' V Bellingham,WA 98225 360 733_7318 888 251_5276 360 733_7418 TEST REPORT ACP EXTRACTION AND GRADATION PROJECT: The Orchards JOB NO: 5324 CLIENT: Irving Construction REPORT NO: A5 MIX TYPE: Class B ACP-Modified DATE: 10-27-05 SOURCE: Lakeside Industries PAGE NO: 1 of 1 LOCATION: Truck 061/4698 at 842.42 tons at 1:20 PM SAMPLE DATE: 10-27-05 LAB SAMPLE#: 3828 SAMPLED BY: JN GRAIN-SIZE DISTRIBUTION CURVE 3" 2" 12 1" - 2 B 4 #4 #11#10 #16 #20 430 #40 450#60 #100 #200 100 SIEVE PASSING SPEC so 3/411 100 100 sD F ( 1/2" 94 90-100 3/8" 84 75-90 70 � I 46-66 I I I I 1 #10 41 30-42 so ( #20 27 - III #40 19 11-24 50 I I #16 0 8 _ III I . I I I I j #200 5.3 3.0-7.0 ao I I ( ASPHALT CONTENT 5.29/o (based on total weight) 30 TEST PRO D F Asphalt Content-AASHTO T306 Gradation-AASHTO T-30 20 I I I %Frachjre-WSDOT TM1 10- 0 100.0 50.0 10.0 5.0 1.0 0.5 0.1 0.05 Grain diameter(mm) Coarse Fine Coarse Medium Fine GRAVEL SAND Comments: Material meets gradation requirements for WSDOT Class B ACP. Copies: Client Submitted By: Grant Richardson Technical Director This report shall not be reproduced except in full,Wthout the written approval of GwVTwt Services,Inc. The above test results relate only to the sample(or location)tested. www.geotest-inc.com GeOTe T m 741 Marine Drive 6 251 Bellingha ,WA 98225 360 733 251_7318 888 _5276 360 733_7418 TEST REPORT ACP EXTRACTION AND GRADATION PROJECT: The Orchards JOB NO: 5324 CLIENT: Irving Construction REPORT NO: A6 MIX TYPE: Class B ACP- Modified DATE: 10-27-05 SOURCE: Lakeside Industries PAGE NO: 1 of 1 LOCATION: Truck JP70/04673 at 248 tons at 9:20 AM SAMPLE DATE: 10-27-05 LAB SAMPLE#: 3831 SAMPLED BY: JK GRAIN-SIZE DISTRIBUTION CURVE 100 3" 2" 112* 1" a 2 e a #4 #8#10 #16 #20 #30 #40 #50#60 #100 #200 III ( II I I III I II I I I I I SIEVE PASSING SPEC IZE so I I I I I I I I I S II I I16 I I I I 3/4" 1 100 100 so I I I II I I I 1/2" 92 90-100 3/8" - 79 75-90 70 I I iLill III I1 1 #4 52 46-66 I I #10 34 1 30-42 so I I I I I #20 23 _ #40 17 11-24 5o I I I. I III I I #60 13 - III I I I #200 s 1 3.0-7.0 Q-. 40 I III ASPHALT CONTENT . 5.17% (based on total weight) 30 I I TEST PROCEDURES: Asphalt Content-AASHTO T308 Gradation-AASHTO T-30 20 %Fradure-WSDOT TM1 10 100.0 50.0 10.0 5.0 1.0 0.5 0.1 0.05 Grain diameter(mm) Coarse Fine Coarse Medium Fine GRAVEL SAND Comments: Material meets gradation requirements for WSDOT Class B ACP. Copies: Client. Submitted By: Grant Richardson Technical Director This report shall not he reproduced except in full,withoutthe written approval of 6eoWest Services,Inc. The above test results relate only to the sample(or location)tested. W W Wg eO1:eS1-I n C.COrrl 741 Marine Drive V^0Te5TBellingham,WA 98225 360 7337318 888 ,.251_5276 360 733_7418 TEST REPORT ACP EXTRACTION AND GRADATION PROJECT: The Orchards JOB NO: 5324 CLIENT: Irving Construction REPORT NO: A7 MIX TYPE: Class B ACP - Modified DATE: 10-27-05 SOURCE: Lakeside Industries PAGE NO: 1 of 1 LOCATION: Truck LS20026/4680 at 433.0 tons at 10:40 AM SAMPLE DATE: 10-27-05 LAB SAMPLE#: 3832 SAMPLED BY: JK GRAIN-SIZE DISTRIBUTION CURVE 1D0 3 2 1p 1 3 2 en a #4 #8#10 #16 #20 430 #40 #50#60 #100 #200 III II I I III II I I SIEVE PASSING SPEC so 11 I I I I 11 I I I sIZE /o. 1 I I 3/4" 100 100 80 I I I I I 112" 96 90-100 3/8" 89 75-90 70 1 I #4 65 46-66 � 1 1 I #10 42 30-42 11111 N I 1 1 #20 27 - 60 III I I I I I #40 19 11-24 III ( 1111 11 1 I 1 I #60 13 _ 50 11 I I11 I I I 1 I #100 9 _ #200 5.8 3.0-7.0 40 I I I \ 1 I I I ASPHALT CONTENT 0 5.72/o(based on total weight) 30 I I TEST PROCEDURES: Asphalt Content-AASHTO T308 20 I Gradation-AASHTO T-30 %Fracture-WSDOT TM1 10 0 100.0 50.0 10.0 5.0 1.0 0.5 0.1 0.05 Grain diameter(mm) . Coarse Fine Coarse Medium Fine GRAVEL SAND Comments: Material meets gradation requirements for WSDOT Class B ACP. Copies: Client Submitted By: Grant Richardson Technical Director This report shall not be reproduced except in full,without the written approval of Gao\Test Services,Inc. The above test results relate only to the sample(or location)tested. www.geotest-inc.com W/ C.';007eOTe5T Bel Marine Drive r-r0 8 251 r Bellingham,WA 98225 36 733_7318 88 251_5276 360 733_7418 TEST REPORT ACP EXTRACTION AND GRADATION PROJECT: The Orchards JOB NO: 5324 CLIENT: Irving Construction REPORT NO: A8 MIX TYPE: Class B ACP- Modified DATE: 10-27-05 SOURCE: Lakeside Industries PAGE NO: 1 of 1 LOCATION: Truck 1070/04699 at 873 tons at 2:40 PM SAMPLE DATE: 10-27-05 LAB SAMPLE#: 3834 SAMPLED BY: JK GRAIN-SIZE DISTRIBUTION CURVE 100 3 2 1 s 11. a 2 e 4 #4 #8#10 #16 #20 #30 #40 #50#60 #100 #200 SIEVE PASSING SPEC 90 �) ill I i l sIZE nio 1I +_1 3/4" 100 100 80 I I I I 1/2" 93 90-100 3/8" 83 75-90 70 I I I #4 60 46-66 #10 39 30-42 #20 26 so I . I I I I I I III #40 18 1-24 5o I. III I I I I I i #60 12d-1 _ III I' I 11 11 1 I I I I I I #Zoo 0 3.0-7.0 a 40 I I I III ASPHALT CONTENT 0 5.23% (based on total weight) 30 I I I TEST PROCEDURES: Asphalt Content-AASHTO T308 20 I I %Frrac bre WS OT TM1 10 0 100.0 50.0 10.0 5.0 1.0 0.5 0.1 0.05 Grain diameter(mm) Coarse Fine Coarse Medium Fine GRAVEL SAND Comments: Material meets gradation requirements for WSDOT Class B ACP. Copies: Client Submitted By: — • Grant Richardson Technical Director This report shall not he reproduced except in full,witho Lit the written approval of GeolTest Services,Inc. The above test resutls relate only to the sample(or location)tasted. W W W.g eOtaSt-In C.COm eOTe T Bel Marine Drive 360 ors, 88 251 3 v 7 Bellingham,WA 98225 3607337315 888 251_5276 360 733_7418 TEST REPORT ACP EXTRACTION AND GRADATION PROJECT: The.Orchards JOB NO: 5324 CLIENT: Irving Construction REPORT NO: A9 MIX TYPE: Class B ACP-Modified DATE: 10-31-05 SOURCE: Lakeside Industries PAGE NO: 1 of 1 LOCATION: Truck 61/4712 at 125.31 tons at 8:35 AM SAMPLE DATE: 10-31-05 LAB SAMPLE#: 3839 SAMPLED BY: ES GRAIN-SIZE DISTRIBUTION CURVE 100 3 2 12 1 a 2 e a #4 #8#10 #16 #20 #30 940 #50960 #100 #200 III I SIEVE :PASS)NG sPEc % so 3/4" 100 1 1.00 80 I I I I I I 1/2" 93 90-100 3/8" 86 75-90 70 #4 66 46-66 #10 44 30-42 so #20 29 #40 20 11-24 l l i #60 13 - 50 #100 9 a 40 I I I I I #200 5.6 3.0-7.0 CU I I I ASPHALT CONTENT a- I I I 5.81 /o (based on total weight) 30 I I TEST PROCEDURES• Asphalt Content-AASHTO T308 Grad20 I %Fa tion- O Fracture WS OTTM1 RICE DENSITY ASTM D2041 10 Specific Gravity=2.486 1+ Maximum Density= 154.8 pcf 0 H�I I 100.0 50.0 10.0 5.0 1.0 0.5 0.1 0.05 Grain diameter(mm) Coarse Fine Coarse Medium' Fine GRAVEL SAND Comments: Material does not meet gradation requirements for WSDOT Class B ACP on the#10 sieve. Copies: Client Submitted By: IJ I II �f12 Grant R h rdson Technics Director This report shall not he reproduced except in full,without the written approval of Gm\Test Services,Inc. The above test results relate onlyto the sample(or location)tested. www.geotest-In C.CorTl GG OTC'ST 741 Marine Drive PHONE TOLL.11.ii R EC E IV E Bellingham,WA 98225 360 733_7318 888 251_5276 360 733_7418 NOV 14 2005 ENGINEERING TEST REPORT ACP EXTRACTION AND GRADATION PROJECT: The Orchards JOB NO: 5324 CLIENT: Irving Construction REPORT NO: A11 MIX TYPE: Class B ACP-Modified DATE: 10-31-05 SOURCE: Lakeside Industries PAGE NO: 1 of 1 LOCATION: Truck 404/00004716 at 249 tons at 9:42 AM SAMPLE DATE: 10-31-05 LAB SAMPLE#: 3841 SAMPLED BY: SR GRAIN-SIZE DISTRIBUTION CURVE 3 1" 3" f n 3" 2" 1T2 1" - 2 s a #4 #8#10 #16 #20 #30 #40 #50#60 #100 #200 10o I I I :SIEVE. -PASSING ;SPEC.. so srzE Rio 3/4" 100 100 80 I 1/2" 97 90-100 3/8" 89 75-90 70 #4 66 46-66 #10 42 30-42 60 #20 28 - #40 19 11-24 #60 13 50 I I #100 9cn _ N I I I #200 5:9 3.0-7.0 m a ao I ASPHALT CONTENT 5.88% (based on total weight) 30 TEST PROCEDURES: Asphalt Content-AASHTO T308 Gmdafion-AASHTO T-30 20 %Fraclure-WSDOT TM1 10 0 100.0 50.0 10.0 5.0. 1.0 0.5 0.1 0.05 Grain diameter(mm) Coarse Fine Coarse Medium Fine GRAVEL SAND Comments: Material meets gradation requirements for WSDOT Class B.ACP. Copies: Client �OL( z Submitted By: Grant Richardson Technical Director This report shall not be reproduced except In full,without the written approval of Geo\Test Services,Inc. -The above test results relate only to the sample(or location)tested. - www.geotest-inc.com r C�t'OTC'ST 741 Marine Drive r,uurr ror,.rraa Bellingham,WA 98225 360 733_7318 888 251_5276 360 733_7418 TEST REPORT ACP EXTRACTION AND GRADATION PROJECT: The Orchards JOB NO: 5324 CLIENT: Irving Construction REPORT NO: Al2 MIX TYPE: Class B ACP-Modified DATE: 10-31-05 SOURCE: Lakeside Industries PAGE NO: 1 of 1 LOCATION: Truck 25/00004721 at 404 tons at 10:39 AM SAMPLE DATE: 10-31-05 LAB SAMPLE#: 3842 SAMPLED BY: SR GRAIN-SIZE DISTRIBUTION CURVE 100 3^ 2 12 1 a 2 e a^ #4 #8#10 #16 #20 #30 #40 #50#60 #100 #200 �I I I I I ;SIEVE :PASSING SPEC sizE pio 90 I I I I 3/4" 100 100 80 I I I I I 1/2" 97 90-100 3/8" 90 75-90 70 #4 67 46-66 1 1 Al 1 #10 45 .30-42 #20 30 - so I #40 21 11-24 #60 14 50 1 I I I #100 10 - #200 6.5 3.0-7.0 a- 40 ASPHALT CONTENT a 5.87% (based on total weight) 30 I TEST PROCEDURES: Asphalt Content-AASHTO T308 Gradation-AASHTO T-30 20 %Fracture-WSDOT TM1 10 0 100.0 50.0 10.0 5.0 1.0 0.5 0.1 0.05 Grain diameter(mm) Coarse Fine Coarse Medium Fine GRAVEL SAND Comments: Material does not meet gradation requirements for WSDOT Class B ACP on the#4 and#10 sieves. Copies: Client Submitted By: Grant Richardson Technical Director This report shall not be reproduced except in full,without the written approval of GeoWest Services,Inc. The above test results relate only to the sample(or location)tested. www.geotest-inc.com 741 Marine Drive PHONE TOLL FREE Fax 0eOTG 5T Bellingham,WA 98225 360733_7318 888 251_5276 360 733_7418 O TEST REPORT ACP EXTRACTION AND GRADATION PROJECT: The Orchards JOB NO: 5324 CLIENT: Irving Construction REPORT NO: Al2 MIX TYPE: Class B ACP-Modified DATE: 10-31-05 SOURCE: Lakeside Industries PAGE NO: 1 of 1 LOCATION: Truck 25100004721 at 404 tons at 10:39 AM SAMPLE DATE: 10-31-05 LAB SAMPLE#: 3842 SAMPLED BY: SR GRAIN-SIZE DISTRIBUTION CURVE 3„ 1° 3. 1 100 3- 2" 12 1" - 2 8 a #4 #8#10 #16 #20 #30 #40 #50#60 #100 #200 I I I IizE A z,N grM to 90 3/4" 100 100 80 I I I 1/2" 97 90-100 3/8" 90 75-90 70 #4 67 46-66 #10 45 30-42 so #20 30 - #40 21 11-24 50 #60 14 _ N #100 10 W #200 6.5 3.0-7.0 a 40 ASPHALT CONTENT 5.87%(based on total weight) 30 TEST PROCEDURES: Asphalt Content-AASHTO T308 20 Gradation-AASHTO T-30 %Fracture-WSDOT TM1 10 0 100.0 50.0 10.0 5.0 1.0 0.5 0.1 0.05 Grain diameter(mm) Coarse Fine Coarse Medium Fine GRAVEL SAND Comments: Material does not meet gradation requirements for WSDOT Class B ACP on the#4 and #10 sieves. Copies: Client Submitted By: la Grant Richardson Technical Director This report shall not be reproduced except in full,without the written approval of Geo%Test Services,Inc. The above test results relate only to the sample(or location)tested, www.geotest-inc.com - R E C E 1 V E D t. 741 Marine Drive GeOTC 5T Bellingham,WA 98225 360 733_7318 888 251_5276 360 733JUN 1 tl�. 2005 TEST REPORT ACP EXTRACTION AND GRADATION PROJECT: The Orchards JOB NO: 5324 CLIENT: Irving Construction REPORT NO: Al MIX TYPE: Class B ACP-Modified DATE: 6-10-05 SOURCE: Lakeside Industries PAGE NO: 1 of 1 LOCATION: Truck 20061/1928 at 124.82 tons at 1:15 PM SAMPLE DATE: 6-10-05 LAB SAMPLE#: 3364 SAMPLED BY: SS GRAIN-SIZE DISTRIBUTION CURVE 3" 1" 3° 1" 3" 2" 12 1" — 2 'e a #4 #8#10 #16 #20 #30 #40 #50#60 #100 #200 100 I I I I I I I I SIEVE PASSING SPEC 90 SIZE °gyp �. 3/4" 100 100 80 I I I 1/2" 95 90-100 3/8" 85 75-90 70 #4 63 46-66 #10 42 30-42 #20 27 - 60 #40 19 11-24 #60 12 - ? 50 #100 8 - I #200 5.1 3.0-7.0 a 40 ASPHALT CONTENT 5.29% (based on total weight) 30 RICE DENSITY. ASTM D2041 Specific Gravity=2.512 20 Maximum Density= 156.3 pcf 10 I TP4T PROCEDURES• Asphalt Content-AASHTO T308 Gradation-AASHTO T-30 0 %Frad ire-WSDOT TM1 100.0 50.0 10.0 5.0 1.0 0.5 0.1 0.05 % Fracture Grain diameter(mm) 3/8" 100% Coarse Fine Coarse Medium Fine #4 96% GRAVEL SAND #10 93% Spec 75 min. Comments: Material meets gradation requirements for WSDOT Class B ACP. Copies: Client J Submitted By: Grant Richardson Technical Director This report shall not he reproduced except In full,without the written approval of GwUsst Services,Inc. The above test results relate only to the sample(or location)tested. www.geotest-ihc.com 74, Marine Drive GeOTG 5T Bellingham,WA 98225 360733_7318 888 251_5276 360 733_7418 TEST REPORT ACP EXTRACTION AND GRADATION PROJECT: The Orchards JOB NO: 5324 CLIENT: Irving Construction REPORT NO: A2 MIX TYPE: Class B ACP-Modified DATE: 6-10-05 SOURCE: Lakeside Industries PAGE NO: 1 of 1 LOCATION: Truck 20404/1931 at 219.36 tons at 2:111 PM SAMPLE DATE: 6-10-05 LAB SAMPLE#: 3365 SAMPLED BY: SS GRAIN-SIZE DISTRIBUTION CURVE 3„ i. 3. t. 100 3- 2 12 1" - z e a #4 #8#10 #16 #20 #30 #40 #50#60 #100 #200 1 I I 1 I 1SI,EVE - 'PASSING -SPEC 1 1 I 1 1 I I SIZE 90 1 3/4" 100 100 80 1/2" 94 90-100 3/8" 82 75-90 70 #4 61 46-66 #10 39 30-42 #20 25 - 60 #40 17 11-24 #60 11 - _-" 50 #100 7 - u #200 1 4.6 1 3.0-7.0 m a 40 ASPHALT CONTENT 0 5.27% (based on total weight) 30 TEST PROCEDURES Asphalt Content-AASHTO T308 Gradation-AASHTO T-30 20 %Fracture-WSDOT TM1 % Fracture 10 1/2" 100% 3/8" 100% p #4 95% 100.0 50.0 10.0 5.0 1.0 0.5 0.1 0.05 #10 93% Grain diameter(mm) Spec 75 min. Coarse Fine Coarse Medium Fine GRAVEL SAND Comments: Material meets gradation requirements for WSDOT Class B ACP. Copies: Client i/ ���2, � Z Submitted By: Grant Richardson Technical Director This report shell not be reproduced except In full,without the written approval of Goo\Test Services,Inc. The above test results relate only to the sample(or location)tested. www.geotest-inc.com GEOTEST SERVICES. INC. ASPHALT CONCRETE PAVEMENT JOB NO. 741 MARINE DRIVE COMPACTION CONTROL REPORT REPORT NO. f BELLINGHAM.WA 98225 TEST DATE t0-1O - G 1— Phone: (360)733-7318 NUCLEAR GAUGE PAGE t of ,c: (360)733-7418 ASTM D2950 INSPECTOR �. PROJECT 11�& ACP Class t�=�c CJ �V3„ tie ADDRESS ��� �,� �� £ Nr ��� E\n1^� `te < r A Source CLIENT al-eveling LA Wearing I?I Base iUa oA C�-n r 70 CONTRACTOR Air Temperature <_ Rice Density, pcf Correlation Factor Test Offset DT,in. 'Density Ave.Reading - •. Lot#/Quantity No. Station Depth BS pcf Corrected Attained Re uired Beginning Sta. q 9 g to `) �1 t jc, .-7 4 . Z 9!`� o� Ending Sta. t 1 O 1 -0 � �(� ` '✓ t Z Lot Length � S ' ! ��,. O �4`1• �� �� Lot width � H .2 y. a o 4- Q Plan Depth `1" 2 i µt I 6 Lane ❑Lt. ErRt 3 ao DEB IRWB DNB ❑SB J 4- 1 Q 3. 4.2�,3 ACP Temp. �o 4 t# 4-Z 9,7 Average Q < �� - Compaction / Remarks: j J S 4 .�. � 4,.,_� � l..n a� t�]NL7 c-1...n.<- .a+...Un.�M-.2•v'1 A-� Test Offset. DT,in. Density Ave.Reading Lot#/Quantity Z Station No. Depth BS Pcf Corrected Attained Required Beginning Sta. 6 I 7 Ending Sta. p,�C) � L Lot Length 2 .(7 Lot Width } i f 4- /1 ' / Z Plan Depth ` r , a Lane D Lt. [5<Rt G r ! 2- DEB IRWB DNS❑SB ,!� (� t 4 S G� ACP Temp. Average Q t- p� l �Z Compaction l Z $ �'"I J Remarks: o� f ¢ r n } `} G.�. „.�r•r. 4uJ of Rollers ll S�✓ Passes r- 1 (�V Z Roller Codes: SDV-Singel Drum Vibrator DDV-Double Drum Vibrator P-Pneumatic TS-Tandem Steel -OUNT ♦ DENSITY: 7wcJ� MOISTURE: l� GAUGE MODEL/SERIAL#: la'��Q '� DIST: ORIG.-GEOTEST, COPY-FIELD a checked by: I 1lMother\datalFormslFie)dAsphalt Comp .