Loading...
HomeMy WebLinkAboutCOM2007-00063 - COM Engineering / Geo-Tech Reports - 10/10/2007 Krazan & Associates, Inc. 2C 4 State Hwy. 305 N.E. Suite 3C, Pc,, .sbo, WA 98370 (360)-598-2126 ,Project No. 106-07228 Cyi.Code P14263 Pour Date 5-9-2008 Report No. 33189 Weather PT CLOUDY Jurisdiction MASON COUNTY Permit No. Project MASON CO PW Engineer Location SHELTON, WA Architect Client MASON COUNTY PUBLIC WORKS Contractor ROGNLINS INC. Field Data Site Mix Reported Batch Data supplier MILES Plant No. 208 Cement Type 1-11 Concrete X Mortar Grout Flex Beams Design X Actual X Prisms Grouted Ungrouted Other Mix No. 1500 1500 Conc. Air Cem.lbs. 470 466 Temp. Temp. Unit F.Ash lbs. - - Time Truck# Ticket# %Air Slump (F) (F) Wt. 1:00 M081 137616 - 4.25 64 61 - C.agg.lbs. 1860 1868 C.agg.lbs.2 - - C.agg.lbs.3 - - Sand lbs. 1520 1513 Water 32.4 GAL 31.5 GAL Placement Area Admixture - - Footings Walls Columns Grade Beams - Other - Slab/Deck Slab Pilings Other Air Ent.(ozlcwt.) - - Grids CMU SCREEN WALL FOOTINGS NORTHEAST OF PIER FOOTING FOR ANTENNA TOWER. Water Added on Job(gals.) 0 Field Test Methods Remarks SAMPLED AT 10-20 YRDS OF 36 YRDS TOTAL ASTM C143 ASTM C138 ❑ PLACED. W/C .56 ASTM C1064 ASTM C173 ❑ ASTM C31 EL. Other Inspector John Kupferschmid Reviewed Bydj Laboratory Data Design Strength 3000 Date Specimens Rec'd. 5-12-2008 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Dim. Area Load Str.(psi) Set# By Type ASTM C39 P14263- 05/16/08 7 4X8 12.50 41275 3,300 JS 4 ASTM C109 ❑ P14263- 06/06/08 28 4X8 ASTM C617 ❑ ASTM C1231 El P14263- 06/06/08 28 4X8 ASTM C1019 ❑ P14263- 06/06/08 28 4X8 Other P14263 X, Compressive P14263- Flexural P14263- P14263- Test Results 'C-Conforming Remarks Non-Conforming Results Reviewed By Date Reviewed Codes for Break Types: 1.ConeF1 2. Cone&SplitR//\ 3. Cone&Shear 4. Shear 5. Columnar(Split) 'f Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, P( >bo, WA 98370 (360)-598-2126 Project No. 106-07228 cyl.Code P14263 Pour Date 5-9-2008 Report No. 33189 Weather PT CLOUDY Jurisdiction MASON COUNTY Permit No. Project MASON CO PW Engineer Location SHELTON, WA Architect Client MASON COUNTY PUBLIC WORKS contractor ROGNLINS INC. Field Data Site Mix Reported Batch Data Supplier MILES Plant No. 208 Cement Type I-I I Concrete X Mortar Grout Flex Beams Design X Actual X Prisms Grouted Ungrouted Other Mix No. 1500 1500 Conc. Air Cam.lbs. 470 466 Temp. Temp. Unit F.Ash lbs. - - Time Truck# Ticket# %Air Slump (D (F) Wt. 1:00 M081 137616 - 4.25 64 61 - C.agg.lbs. 1860 1868 C.agg.lbs.2 - - C.agg.lbs.3 - - Sand lbs. 1520 1513 Water 32.4 GAL 31.5 GAL Placement Area Admixture - - Footings Walls Columns Grade Beams - Other - Slab/Deck Slab Pilings Other Air Ent.(oz/cwt.) - - Grids CMU SCREEN WALL FOOTINGS NORTHEAST OF PIER FOOTING FOR ANTENNA TOWER. Water Added on Job(gals.) 0 Field Test Methods Remarks SAMPLED AT 10-20 YRDS OF 36 YRDS TOTAL ASTM C143 ® ASTM C138 ❑ PLACED. W/C .56 ASTM C1064 ® ASTM C173 ❑ ASTM C31 ® Other Inspector John Kupferschmid Reviewed ByV Laboratory Data Design Strength 3000 Date Specimens Rec'd. 5-12-2008 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Dim. Area Load Str.(psi) Set# By Type ASTM C39 P14263- 05/16/08 7 4X8 12.50 41275 3,300 JS 4 ASTM C109 p P14263- 06/06/08 28 4X8 12.56 59060 4,700 CJA 4 ASTM C617 ❑ ASTM C1231 P14263- 06/06/08 28 4X8 12.56 58990 4,700 CJA 3 ASTM C1019 p P14263- 06/06/08 28 4X8 12.56 59000 4,700 CJA 2 Other P14263- )< Compressive P14263- Flexural P14263- P14263- Test Results Remarks FR 92523 x Conforming / Non-Conforming Results Reviewed By Date Reviewed lGI VL Codes for Break Types: 1.ConeF1 2.Cone&Split E 3.Cone&Shear 4.Shear E 5.Columnar(Split) FIELD REPORT NO: an & Associates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: &o Lo 5 CONTRACTOR: PROJECT#: ld(,- ©72 2 2r JURISDICTION: L° u PROJECT: MA50,1L &— - 1C W L 4± SR 0( PERMIT#:fl/ A-��,J46/•� LOCATION: 56-eHih- INSPECTOR: �S�i�-c, KRAZAN PROJECT MANAGER: WEATHER:_+- TEMP: '! -q Ox .5te4y— Plact— i2e-kzsa�4 nF r-� f�—I a �d� c4,-E- Rik c` _. � �-r�. s Sows �'�>✓ O f-c w fi c rr rr t� ul/"e At L a / O if'l iG 0=Ct^��, �-'L C9 a.�Cs"F/C91 �.�G.�.©.^.9"' 4l/t.� �� ��� �`Ui-^ �•e 7�Q/�l�fit' Equipment/Asset Number(s): To the best of my knowledge,the abov WAS NOT performed in accordance with the ap v specifications,and regulatory requirements. Superintendent/Representative: Technician: Serving the Western United States SO/Field Re rt.doc 1 e po Revision 1 Effective Date:5/25/05 The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written percussion of the client and Yr an&Associates. r -� COMPACTION K.YaZarl & Associates , Inc . REPORT NO.: 13440 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 1A0( to /b} CONTRACTOR: r 15^ Ig"L PROJECT#: ore — o 7 Z Z 7 PERMIT NO: PROJECT. _ft5c-F c, . SR 10 10 INSPECTOR: Y _ LOCATION: ��ti��1 JURISDICTION: 04ASG+rt do KRAZAN PROJECT MANAGER: _ WEATHER: !a t /2c,e4%-- TEMP: ❑ WASHINGTON DENSOMETER ❑ SANDCONE NUCLEAR TEST ❑ OTHER CRg'S`` ``f LOCATION MAP N Paved Areas (circle one Su /Agg /Asphalt ❑ Building Pad (s) ❑ Other ❑ Trenches (circle one): Sewer/Water/Storm Drain/Utly Curve Unified Soils Classification Max Dry Opt Density Moisture rr�t..•1 �`lf r./ ! t 1 44 Aau,- Tes Elevation Location(Comments) Curve Mode& Density Moist Percent Required Depth % Compaction 2 27r Z-71 5- ' 67 _ YJ ; Cf fa7, 7,q Map Location: Curve Test Method: �SS.> This testing does not preclude the possibility that the soil or hot-mix asphalt may be loosened by future construction activities or rainfall events.The compaction tests were performed at the approximate G�ttached Daily Avg.Std 2r/ locations and elevations shown and indicate relative compaction at those locations. Horizontal and Count Densities tee vertical limits of the compacted area were determined by others.Our firm does not guarantee earthwork Daily Avg. Std Count moisture [ or paving construction, nor does our work relieve the contractor's responsibility to conform to the Gaugee B S approved project plans and specifications. To the best of my knowledge, the above/WAS NOT performed in accordance with the ap r ed plans, specifications, and regulatory requirements Superintendent/Representative: Technician:. 215 West Dakota Ave.,Clovis,CA 93612 • (559)348-2200 4221 Brickell St.,Ontario,CA 91761 • 2205 Coy Ave.,Bakersfield,CA 93307 (909)939-2500 (661)837-9200 1501-19''St.NW Suite 106,Auburn,WA 98002 • /253f 939-2500 1025 Lone Palm Ave.#2E,Modesto,CA 95351 (209)572-2200 20714 State Hwy 305 NE Suite 3C,Poulsbo,WA 98370 (360)598-2126 545 Parrott St.,San Jose,CA 95112 • (408)271-2200 19501-144•Ave.NE#F-300,Woodinville,WA 98072 (425)485-5519 5808 Price Ave.Bldg. 1076,McClellan,CA 95652 (916)564.2200 Revision 0 The information provided on this Effective Date:9/16102 p report is prepared for the exclusive use of the client.This report may not be reproduced in my format without the written oennission of the client sin tr.,—w e..,,,.:.._. f COMPACTION 13 41C4 d 13 4UKrazan & Associates , Inc . REPORTNO.: 1 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: —ID�/0 102 CONTRACTOR: 90in PROJECT#: (0&" 0 2 2-Z 'F PERMIT NO: PROJECTD. �_A, �0� L 9A l m0 INSPECTOR: VV' / -A C _ LOCATION: J JURISDICTION: Gt. o--.k Cv r KRAZAN PROJECT MANAGER: �✓ _ _ _ WEATHER: 4..+ kar"i` TEMP:._pE_D ❑ WASHINGTON DENSOMETER ❑ SANDCONE NUCLEAR TEST ❑ OTHER AK LOCATION MAP N Paved Areas (circle one) Sub Agg/Asphalt ❑ Building Pad (s) ❑ Other ❑ Trenches (circle one): Sewer/Water/Storm Drain/Utly Curve Unified Soils Classification Max Dry Opt Density Moisture Test Elevation Location(Comments) Curve Mode& Density Moist Percent Required Depth % Compaction i ' �- ? Z.G $- to .� /z . 43 r Ot <2s �13 Cf� Ma LOcatlO : Curve Test Method: This testing does not preclude the possibility that the soil or hot-mix asphalt may be loosen d by future p � '�57 construction activities or rainfall events.The compaction tests were performed at the approximate Attached Daily Avg.Std locations and elevations shown and indicate relative compaction at those locations. Horizontal and Count Densities _ vertical limits of the compacted area were determined by others.Our firm does not guarantee earthwork Daily Avg.Std or paving construction,nor does our work relieve the contractor's responsibility to conform to the Count moisture p - approved project plans and specifics Gauge# 7 0 0 To the best of my knowledge, the above /WAS NOT performed in accordance with the a ve Ions, specifications, and regulatory requirements Superintendent/Representative: Technician:. 215 West Dakota Ave.,Clovis,CA 93612 (559)348.2200 4221 Brickell St.,Ontario,K 91761 (909)974.4400 2205 Coy Ave.,Bakersfield,CA 93307 (661)837-9200 1501-151 St.NW Suite 106,Auburn,WA 98002 (253)939-2500 1025 Cone Palm Ave.#2E,Modesto,CA 95351 (209)572.2200 20714 State Hy 305 NE Suite 3C,Poulsbo,WA 98370 • (360)598-2126 545 Parrott St.,San Jose,CA 95112 • (408)271-2200 19501-744a Ave.NE#f-300,Woodinville,WA 98072 • (425)485-5519 5808 Price Ave.Bldg. 1016,McClellan,CA 95652 • (916)564-2200 Revision 0 Effective Date:8/16/02 The information provided on this report is prepared for the exclusive use of the client.This report my not be reproduced in any format without the written permission of the client and Krazen&Associates. C2 r� � �fo 13 A J '=" -LD REPORT NO: ~ � <raZM & A ,sociates , Inc . GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: to-1-0-7 CONTRACTOR: PROJECT#: tom- y,1,r-.j ) ZZY JURISDICTION: PROJECT: WA PERMIT#: LOCATION: Sua. -e. INSPECTOR: KRAZAN PROJECT MANAGER: WEATHER: '��� �.,��,. TEMP: Sy 3 Azcz�,cr S .qr� JIL.y ¢aw�ss�a "^i•O' ��3 cia..-1, Two ar,,,g • �lty►v`.�L�� C'e� h+`SSBtc_s.coR� � - -4i_� 1.1.a-5-w �J.a....7`�S O13^s�,��t� ten•. FAx S.Dc �tt,►'S4.►�" sr� Z- Equipment/Asset Number(s): Su A To the best of my knowledge,the above WAS/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: Serving the Western United States l�^//y,[—//�(J 1501 Field Repo rt.doc Revision 1 "`l Effective Daze:5/25/05 The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in my format without the written pemtission of the client and Krazan&Associates. 4 COMPACTION TEST REPORT 140 135 130 .N c 125 120 115 1.5 4.0 6.5 9.0 11.5 14.0 16.5 Water content, % Test specification: ASTM D 1557-02 Procedure C modified Oversize correction applied to each point Elev/ Classification Nat. %> %< Depth USCS AASHTO Moist. Sp.G. LL PI 3/4 in. No.200 SP-SM A-1-a NV NP 20.0 7.8 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density= 131 pcf 125 pcf POORLY GRADED BROWN SILTY SAND Optimum moisture=7% 9 % Project No. 106-07228 Client: MASON COUNTY PUBLIC WORKS Remarks: Project: MASON COUNTY SR102 @ SR101 SAMPLE:P13252 REPORT:93338 DATE:10-4-7 • Location: EAST SIDE OF PROJECT SITE FIELD DESCRIPTION:BROWN SILTY SAND WITH OVERSIZE qmKxazan Figure Particle Size Distribution Report c c c d c 5 5 o 0 0 0 0 g 0 o 100 0 I I I I I I I I I I I I I 90 10 I I I I I I I I I I I I I I I I I I I I I I I I I I 80 I I I I I I I I 20 I I I I I I I I I I I I 70 30 I I I I I I I I I I I I v of I I I I I I m z 60 I I I I I I I ao n LL I I I I I I Z z 50 50 n I I D LU a ao I I I I I I I 60 m I I I I I X 30 70 I I I I I I I I I I I I I I 20 80 I I I I I I I I I I I I I I I I I I I I I I I I I I 10 90 I I I I I I I I I I I I I I 0 100 100 10 1 0.1 0.01 0.001 GRAIN SIZE-mm. %+3" %Gravel %Sand %Fines Coarse Fine Coa Medium Fine Silt Cla 0.0 20.0 22.3 10.0 20.1 19.8 7.8 SIEVE PERCENT SPEC.' PASS? Material Description SIZE FINER PERCENT (X=NO) POORLY GRADED BROWN SILTY SAND 2 100.0 1.5 95.3 1 85.8 .75 80.0 Atterberg Limits .625 77.0 PL= NP LL= NV PI= NP .5 71.7 Coefficients 375 66.1 D85=24,5861 D60=5.8764 D50=2.4759 #4 57.7 D30=0.4781 D15=0.2076 D10=0.1219 #8 49.5 Cu= 48.23 Cc= 0.32 #16 42.4 #30 34.2 Classification #50 20.7 USCS= SP-SM AASHTO= A-1-a #100 11.5Remarks #200 7.8 REPORT:93338 DATE:10-4-07 FIELD DESCRIPTION:BROWN SILTY SAND WITH OVERSIZE (no specification provided) Sample Number:P13292 Location: EAST SIDE OF PROJECT SITE Date: 10-3-7 Client: MASON COUNTY PUBLIC WORKS andKrazm Project: MASON COUNTY SR102 @ SR101 Project No: 106-07228 Figure Tested By: MA Checked By:AC Krazan & Associates, Inc. 20714 r to Hwy. 305 N.E. Suite 3C, Poulsb� NA 98370 (360)-598-2126 Project No. 106-07228 Cyl.Code P14261 Pour Date 5-1-2008 Report No. 33182 Weather CLOUDY Jurisdiction MASON COUNTY Permit No. Project MASON CO PW Engineer Location SHELTON, WA Architect Client MASON COUNTY PUBLIC WORKS Contractor ROGNLINS INC. Field Data Site Mix Reported Batch Data Supplier MILES Plant No. 208 Cement Type I-I I Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other Mix No. 2550 2550 Conc. Air Cem.lbs. 517 513 Temp. Temp. Unit F.Ash lbs. - - Time Truck# Ticket# %Air Slump (F) (F) Wt. 11:14 M027 137473 - 5.5 70 50 - C.agg.lbs. 1860 1850 C.agg.lbs.2 - - C.agg.lbs.3 - - Sand lbs. 1480 1461 Water 31.5 GAL 31.2 Placement Area Admixture 16.0 15.6 Footings Walls Columns Grade Beams Other - - Slab/Deck Slab Pilings Other Air Ent.(or/cwt.) - - Grids 6" SLAB ON METAL DECK GRIDLINES K-K.8, 5.5-7. Water Added on Job(gals.) 0 Field Test Methods Remarks SAMPLED AT 10-20 YRDS OF 40 YRDS PLACED. ASTM C143 ® ASTM C138 ❑. ASTM C1064 ® ASTM C173 ❑ W/C .51 ASTM C31 ® Other Inspector John Kupferschmid Reviewed By p, Laboratory Data Design Strength 4000 Date Specimens Rec'd. 5-2-2008 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Dim. Area Load Str.(psi) Set# By Type ASTM C39 ❑ P14261- 05/08/08 7 4X8 12.56 48915 3,900 MA 5 ASTM C109 11 P14261- 05/29/08 28 4X8 ASTM C617 ❑ ASTM C1231 ❑ P14261- 05/29/08 28 4X8 ASTM C1019 ❑ P14261- 05/29/08 28 4X8 Other P14261- Compressive P14261- Flexural P14261- P14261- Test Results Conforming Remarks Non-Conforming Results Reviewed By Date Reviewed Codes for Break Types: 1.Cone 2.Cone&Split 3.Cone&Shear 4.Shear P 5.Columnar(Split)