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HomeMy WebLinkAboutGEOTech Report BLD92-0450 - BLD Engineering / Geo-tech Reports - 7/19/1994 1 Bradley-Noble Geotechnical Compa plor Geotechnical Consulting 4fA Construction Testingand Inspecting Services Uz P 9 1 9, 99474�? -- CONCRETE INSPECTION AND TEST REPORT CLIENT: POE Construction, Inc . DATE OF INSPECTION: 7/5/94 PROJECT: AERO Controls Addition REPORT NO: 8 CONTRACTOR: POE Construction, Inc . PROJECT NO: 94 . 05-11 INSPECTOR: S Bassett CONCRETE SUPPLIER: Miles Sand & Gravel FORMS INSPECTED: ---- REBAR INSPECTED: ---- REMARKS: ------- PLACEMENT METHOD: chute CONSOLIDATION METHOD: vibration LOCATION OF PLACEMENT: center of north slab LOCATION SAMPLED: same as above SLUMP: 4 " AIR: ---- % CUBIC YDS . PLACED: 11 CEMENT: 5 . 5 SK. TYPE: ----- MAX. SIZE AGGR: ----- ADMIXTURES: ---------- AMOUNT: --------- CONC TEMP: 66 . 90 AIR TEMP: 55 . 20 WEATHER: clear NO. CYLINDERS CAST: 3 TIME SAMPLED: 0824 TRUCK NO: 107 DESIGN STRENGTH: 3000 CYL NO. LAB NO. DATE TESTED AGE PSI 31 6372 7/12/94 7 3780 32 6373 8/2/94 28 33 6373 8/2/94 28 2401 Bristol Court S.W. • P.O. Box 10267 • Olympia, WA 98502 • Phone (206) 357-7883 • FAX (206) 754-4240 Bradley-Noble Geotechnical Comp P Geotechnical Consulting Construction Testing and Inspecting Services �'FNF / 01994 CONCRETE INSPECTION AND TEST REPORT S CLIENT: POE Construction DATE OF INSPECTION: 6/16/94 PROJECT: AERO Controls REPORT NO: 7 CONTRACTOR: POE PROJECT NO: 94 . 05-11 INSPECTOR: S . Bassett CONCRETE SUPPLIER: Miles S & G FORMS INSPECTED: ----- P.EBAR INSPECTED: ----- REMARKS: ----- PLACEMENT METHOD: pump CONSOLIDATION METHOD: vibratory scree LOCATION OF PLACEMENT: slab st northeast corner and south side; slab and footing for loading dock LOCATION SAMPLED: Set l: east end of south side; Set 2 : west end of south side SLUMP: 4 " AIR: ---- % CUBIC YDS . PLACED: 229 CEMENT: 5 . 5 SK. TYPE: ---- MAX. SIZE AGGR: 7/8" ADMIXTURES: ------ AMOUNT: ----- CONC TEMP: 65 . 90 AIR TEMP: 60 . 70 WEATHER: clear 68 . 6 62 . 8 NO. CYLINDERS CAST: 3 TIME SAMPLED: 0905 TRUCK NO: 012 3 i i30 016 DESIGN STRENGTH: 3000 CYL NO. LAB NO. DATE TESTED AGE PSI 25 6301 6/23/94 7 3180 26 6302 7/14/94 28 4420 27 6303 7/14/94 28 4190 28 6304 6/23/94 7 3330 29 6305 7/14/94 28 4010 30 6306 7/14/94 28 4460 2401 Bristol Court S.W. • P.O. Box 10267 • Olympia, WA 98502 • Phone(206) 357-7883 • FAX (206) 754-4240 Bradley-Noble Geotechnical ComMan tto� Geotechnical Consulting Rul Construction Testing and Inspecting Services n F J U N 2 9 T51: CONCRETE INSPECTION AND TEST REPORT gENERAL SERVICES CLIENT: POE Construction DATE OF INSPECTION: 6/16/94 PROJECT: AERO Controls REPORT NO: 7 CONTRACTOR: POE PROJECT NO: 94 . 05-11 INSPECTOR: S . Bassett CONCRETE SUPPLIER: Miles S & G FORMS INSPECTED: ----- REBAR INSPECTED: ----- REMARKS: ----- PLACEMENT METHOD: pump CONSOLIDATION METHOD: vibratory scree LOCATION OF PLACEMENT: slab st northeast corner and south side; slab and footing for loading dock LOCATION SAMPLED: Set 1: east end of south side; Set 2 : west end of south side SLUMP: 4 " AIR: ---- % CUBIC YDS. PLACED: 229 CEMENT: 5 . 5 SK. TYPE: ---- MAX. SIZE AGGR: 7/8 " ADMIXTURES: ------ AMOUNT: ----- CONC TEMP: 65 . 90 AIR TEMP: 60 . 70 WEATHER: clear 68 . 6 62 . 8 NO. CYLINDERS CAST: 3 TIME SAMPLED: 0905 TRUCK NO: 012 113ii 016 DESIGN STRENGTH: 3000 CYL NO. LAB NO. DATE TESTED AGE PSI 25 6301 6/23/94 7 3180 26 6302 7/14/94 28 27 6303 7/14/94 28 28 6304 6/23/94 7 3330 29 6305 7/14/94 28 30 6306 7/14/94 28 2401 Bristol Court S.W. • P.O. Box 10267 • Olympia, WA 98502 • Phone (206) 357-7883 • FAX (206) 754-4240 Bradley-Noble Geotechnical Company Geotechnical Consulting Construction Testing and Inspecting Services CONCRETE INSPECTION AND TEST REPORT CLIENT: POE Construction DATE OF INSPECTION: 6/15/94 PROJECT: AERO Controls REPORT NO: 6 CONTRACTOR: POE PROJECT NO: 94 . 05-11 INSPECTOR: S . Bassett CONCRETE SUPPLIER: Miles S & G FORMS INSPECTED: ----- REBAR INSPECTED: ----- REMARKS: ----- PLACEMENT METHOD: chute CONSOLIDATION METHOD: vibration LOCATION OF PLACEMENT: grade beam at southwest corner and at northwest corner of existing building LOCATION SAMPLED: grade beam at southwest corner SLUMP: 4 " AIR: ---- % CUBIC YDS. PLACED: 20 CEMENT: 5 . 5 SK. TYPE: ---- MAX. SIZE AGGR: 7/8" ADMIXTURES: ------ AMOUNT: ----- CONC TEMP: 69 . 30 AIR TEMP: 61 . 90 WEATHER: overcast NO. CYLINDERS CAST: 3 TIME SAMPLED: 1230 TRUCK NO: 012 DESIGN STRENGTH: 3000 CYL NO. LAB NO. DATE TESTED AGE PSI 22 6298 6/22/94 7 3180 23 6299 7/13/94 28 24 6300 7/13/94 28 2401 Bristol Court S.W. • P.O. Box 10267 • Olympia, WA 98502 • Phone (206) 357-7883 • FAX (206) 754-4240 Bradley-Noble Geotechnical Comp Ee Geotechnical Consulting Construction Testing and Inspecting Services J(� �+ 191 9g4 _ CONCRETE INSPECTION AND TEST REPORT �7 CFS CLIENT: POE Construction DATE OF INSPECTION: 6/15/94 PROJECT: AERO Controls REPORT NO: 6 CONTRACTOR: POE PROJECT NO: 94 . 05-11 INSPECTOR: S . Bassett CONCRETE SUPPLIER: Miles S & G FORMS INSPECTED: ----- REBAR INSPECTED: ----- REMARKS: ----- PLACEMENT METHOD: chute CONSOLIDATION METHOD: vibration LOCATION OF PLACEMENT: grade beam at southwest corner and at northwest corner of existing building LOCATION SAMPLED: grade beam at southwest corner SLUMP: 4 " AIR: ---- % CUBIC YDS . PLACED: 20 CEMENT: 5 . 5 SK. TYPE: ---- MAX. SIZE AGGR: 7/8 " ADMIXTURES: ------ AMOUNT: ----- CONC TEMP. 69 . 30 AIR TEMP. 61 . 90 WEATHER overcast NO. CYLINDERS CAST: 3 TIME SAMPLED: 1230 TRUCK NO: 012 DESIGN STRENGTH: 3000 CYL NO. LAB NO. DATE TESTED AGE PSI 22 6298 6/22/94 7 3180 23 6299 7/13/94 28 5010 24 6300 7/13/94 28 4890 2401 Bristol Court S.W. • P.O. Box 10267 • Olympia, WA 98502 • Phone (206) 357-7883 - FAX (206) 754-4240 Bradley-Noble Geotechnical Com P4 ire$, Geotechnical Consulting Construction Testing and Inspecting Services ✓Uk 1 INSPECTION AND TEST REPORT CONCRETE CLIENT: POE Constsruction DATE OF INSPECTION: 6/10/94 PROJECT: AERO Controls Addition REPORT NO: 5 CONTRACTOR: POE Construction PROJECT NO: 94 . 05-11 INSPECTOR: S . Bassett CONCRETE SUPPLIER: Miles Sand & Gravel FORMS TiSPECTED: yes REBAR INSPECTED: yes REMARKS: Mesh was pulled during placement. PLACEMENT METHOD: pump CONSOLIDATION METHOD: vibration LOCATION OF PLACEMENT: slab, south center section and north side section; south side wall for loading dock LOCATION SAMPLED: Set 1: center of south center section; Set 2 : center of north side section SLUMP: 4 "-4 .5 " AIR: ---- % CUBIC YDS . PLACED: 329 CEMENT: 5 . 5 SK. TYPE: ---- MAX. SIZE AGGR: 7/8 " ADMIXTURES: none listed AMOUNT: ---------- CONC TEMP: 69 . 70 AIR TEMP: 64 . 30 WEATHER: clear, sunshine 74 . 7 76 . 2 NO. CYLINDERS CAST: 3 TIME SAMPLED: 0930 TRUCK NO: 015 3 1�4'_v iu'.' DESIGN STRENGTH: 3000 CYL NO. LAB NO. DATE TESTED AGE PSI 16 6285 6/17/94 7 3310 17 6286 7/8/94 28 5180 18 6287 7/8/94 28 5400 19 6288 6/17/94 7 3440 20 6289 7/8/94 28 5090 21 6290 7/8/94 28 5510 2401 Bristol Court S.W. • P.O. Box 10267 • Olympia, WA 98502 • Phone (206) 357-7883 - FAX (206) 754-4240 Bradley Noble Geotechnical Compfi� Geotechnical Consulting JUIV � �} Construction Testing and Inspecting Services 0002!:,o e-,'ENERALSERVICES njjt>5 1-5 CONCRETE INSPECTION AND TEST REPORT ,Ibhn CLIENT: POE Constsruction DATE OF INSPECTION: 6/10/94 PROJECT: AERO Controls Addition REPORT NO: 5 CONTRACTOR: POE Construction PROJECT NO: 94 . 05-11 INSPECTOR: S . Bassett CONCRETE SUPPLIER: Miles Sand & Gravel FORHS INSPECTED: yes REBAR INSPECTED: yes REMARKS: Mesh was pulled during placement. PLACEMENT METHOD: pump CONSOLIDATION METHOD: vibration LOCATION OF PLACEMENT: slab, south center section and north side section; south side wall for loading dock LOCATION SAMPLED: Set 1: center of south center section; Set 2 : center of north side section SLUMP: 4 "-4 . 5 " AIR: ---- % CUBIC YDS . PLACED: 329 CEMENT: 5 . 5 SK. TYPE: ---- MAX. SIZE AGGR: 7/8" ADMIXTURES: none listed AMOUNT: ---------- CONC TEMP: 69 . 70 AIR TEMP: 64 . 30 WEATHER: clear, sunshine 74 . 7 76 .2 NO. CYLINDERS CAST: 3 TIME SAMPLED: 0930 TRUCK NO: 015 3 1240 107 DESIGN STRENGTH: 3000 CYL NO. LAB NO. DATE TESTED AGE PSI 16 6285 6/17/94 7 3310 17 6286 7/8/94 28 18 6287 7/8/94 28 19 6288 6/17/94 7 3440 20 6289 7/8/94 28 21 6290 7/8/94 28 2401 Bristol Court S.W. • P.O. Box 10267 • Olympia, WA 98502 • Phone (206) 357-7883 • FAX (206) 754-4240 Bradley-Noble Geotechnical Comp -> Geotechnical Consulting ,} �✓ Construction Testing and Inspecting Service CONCRETE INSPECTION AND TEST REPORT GENERAL SURV1ICES CLIENT: POE Construction DATE OF INSPECTION: 6/9/94 PROJECT: Aero Controls Addition REPORT NO: 4 CONTRACTOR: POE Construction PROJECT NO: 94 . 05-11 INSPECTOR: S . Bassett CONCRETE SUPPLIER: Miles Sand & Gravel FORMS INSPECTED: yes REBAR INSPECTED: yes REMARKS: Resteel was per plans . PLACEMENT METHOD: chute CONSOLIDATION METHOD: vibration LOCATION OF PLACEMENT: north side of building footing from about center to LOCATION SAMPLED: footing on north side of guilding SLUMP: 4 . 5 " AIR: ---- % CUBIC YDS . PLACED: 20 CEMENT: 5 .5 SK. TYPE: ---- MAX. SIZE AGGR: 7/8 " ADMIXTURES: none listed AMOUNT: ----- CONC TEMP: 73 . 7 ° AIR TEMP: 67 . 00 WEATHER: clear NO. CYLINDERS CAST: 3 TIME SAMPLED: 1100 TRUCK NO: 012 DESIGN STRENGTH: 3000 CYL NO. LAB NO. DATE TESTED AGE PSI 13 6282 6/16/94 7 3400 14 6283 7/7/94 28 4290 15 6284 7/7/94 28 4400 2401 Bristol Court S.W. • P.O. Box 10267 • Olympia, WA 98502 • Phone (206) 357-7883 • FAX (206) 754-4240 Bradley-Noble Geotechnical Company Geotechnical Consulting P. Construction Testing and Inspecting Services JUo � �> •1�r,f CONCRETE INSPECTION AND TEST REPORT aENERAL SERVICES CLIENT: POE Construction DATE OF INSPECTION: 6/9/94 PROJECT: Aero Controls Addition REPORT NO: 4 CONTRACTOR: POE Construction PROJECT NO: 94 . 05-11 INSPECTOR: S. Bassett CONCRETE SUPPLIER: Miles Sand & Gravel FORKS INSPECTED: yes REBAR INSPECTED: yes REMARKS: Resteel was per plans . PLACEMENT METHOD: chute CONSOLIDATION METHOD: vibration LOCATION OF PLACEMENT: north side of building footing from about center to LOCATION SAMPLED: footing on north side of guilding SLUMP: 4 .5" AIR: ---- % CUBIC YDS. PLACED: 20 CEMENT: 5.5 SK. TYPE: ---- MAX. SIZE AGGR: 7/8" ADMIXTURES: none listed AMOUNT: ----- CONC TEMP: 73 . 70 AIR TEMP: 67 .00 WEATHER: clear NO. CYLINDERS CAST: 3 TIME SAMPLED: 1100 TRUCK NO: 012 DESIGN STRENGTH: 3000 CYL NO. LAB NO. DATE TESTED AGE PSI 13 6282 6/16/94 7 3400 14 6283 7/7/94 28 15 6284 7/7/94 28 2401 Bristol Court S.W. • P.O. Box 10267 • Olympia, WA 98502 - Phone (206) 357-7883 • FAX (206) 754-4240 I Bradley-Noble Geotechnical Com Geotechnical Consulting M Ilk Construction Testing and Inspecting Services 0 JUiv CONCRETE INSPECTION AND TEST REPORT GENERAL SERVICES CLIENT: POE Construction DATE OF INSPECTION: 6/8/94 PROJECT: AERO Controls Addition REPORT NO: 3 CONTRACTOR: POE Construction PROJECT NO: 94 . 05-11 INSPECTOR: D. Strong CONCRETE SUPPLIER: Miles Sand & Gravel FORMS 11:S111ECTED: yes PEBAR INSPECTED: yes REMARKS: Mesh was pulled during plaacement; edges were vibrated. PLACEMENT METHOD: chute CONSOLIDATION METHOD: vibrascree LOCATION OF PLACEMENT: slabs on grade: 2 to 3 lines & 4 to 5 lines LOCATION SAMPLED: Set 1 : 2 to 3, 0 to P; Set 2 : 4 to 5, N to 0 SLUMP: 4 "-4 . 5 " AIR: ---- % CUBIC YDS. PLACED: 350 CEMENT: 5 . 5 SK. TYPE: ---- MAX. SIZE AGGR: 7/8 " ADMIXTURES: none listed AMOUNT: ---------- CONC TEMP: 70 . 10 AIR TEMP: 65 . 40 WEATHER: high thin clouds, light 71 . 9 74 . 2 breeze, sunshine NO. CYLINDERS CAST: 3, 3 TIME SAMPLED: 1100 TRUCK NO: 48 (rental) 1320 019 DESIGN STRENGTH: 3000 CYL NO. LAB NO. DATE TESTED AGE PSI 7 6276 6/15/94 7 3780 8 6277 7/6/94 28 9 6278 7/6/94 28 10 6279 6/15/94 7 3610 11 6280 7/6/94 28 12 6281 7/6/94 28 2401 Bristol Court S.W. • P.O. Box 10267 • Olympia, WA 98502 • Phone (206) 357-7883 • FAX (206) 754-4240 Bradley-Noble Geotechnical Company Geotechnical Consulting TP Construction Testing and Inspecting Service � I CONCRETE INSPECTION AND TEST REPORT GENERAL ERWICES CLIENT: POE Construction DATE OF INSPECTION: 6/8/94 PROJECT: AERO Controls Addition REPORT NO: 3 CONTRACTOR: POE Construction PROJECT NO: 94 . 05-11 INSPECTOR: D. Strong CONCRETE SUPPLIER: Miles Sand & Gravel FORMS INSPECTED: yes REBAR INSPECTED: yes REMARKS: Mesh was pulled during plaacement; edges were vibrated. PLACEMENT METHOD: chute CONSOLIDATION METHOD: vibrascree LOCATION OF PLACEMENT: slabs on grade: 2 to 3 lines & 4 to 5 lines LOCATION SAMPLED: Set 1: 2 to 3, 0 to P; Set 2 : 4 to 5, N to 0 SLUMP: 4 "-4 .5 " AIR: ---- % CUBIC YDS . PLACED: 350 CEMENT: 5 . 5 SK. TYPE: ---- MAX. SIZE AGGR: 7/8 " ADMIXTURES: none listed AMOUNT: ---------- CONC TEMP: 70 . 10 AIR TEMP: 65 . 40 WEATHER: high thin clouds, light 71 . 9 74 . 2 breeze, sunshine NO. CYLINDERS CAST: 3, 3 TIME SAMPLED: 1100 TRUCK NO: 48 (rental) i 77n 0 9 DESIGN STRENGTH: 3000 CYL NO. LAB NO. DATE TESTED AGE PSI 7 6276 6/15/94 7 3780 8 6277 7/6/94 28 4660 9 6278 7/6/94 28 4400 10 6279 6/15/94 7 3610 11 6280 7/6/94 28 4310 12 6281 7/6/94 28 4530 2401 Bristol Court S.W. • P.O. Box 10267 • Olympia, WA 98502 • Phone (206) 357-7883 • FAX (206) 754-4240 I Bradley-Noble Geotechnical Co Geotechnical Consulting JUTA N -` Construction Testing and Inspecting Services -1 v1ALS'ERVICF CONCRETE INSPECTION AND TEST REPORT CLIENT: POE Construction DATE OF INSPECTION: 6/7/94 PROJECT: Aero Controls Addition REPORT NO: 2 CONTRACTOR: POE Construction PROJECT NO: 94 . 05-11 INSPECTOR: M. Robinson CONCRETE SUPPLIER: Miles Sand & Gravel FORMS i SPECTED: yes REBAR INSPECTED: yes REMARKS: Resteel was per plans . PLACEMENT METHOD: chute CONSOLIDATION METHOD: vibration LOCATION OF PLACEMENT: grade beam, north side, A, 1 to 6 and part on B line; three footings adjacent to existing building LOCATION SAMPLED: west third of grade beam SLUMP: 4 . 0" AIR: ---- % CUBIC YDS . PLACED: 20+ CEMENT: 5 . 5 SK. TYPE: ---- MAX. SIZE AGGR: 7/8 " ADMIXTURES: none listed AMOUNT: ------ CONC TEMP: 710 AIR TEMP: 580 WEATHER: partly cloudy NO. CYLINDERS CAST: 3 TIME SAMPLED: 0807 TRUCK 1'O: ?_49 DESIGN STRENGTH: 3000 CYL NO. LAB NO. DATE TESTED AGE PSI 4 6270 6/14/94 7 3580 5 6271 7/5/94 28 6 6272 7/5/94 28 2401 Bristol Court S.W. • P.O. Box 10267 • Olympia, WA 98502 • Phone (206) 357-7883 • FAX (206) 754-4240 Bradley-Noble Geotechnical Company Geotechnical Consulting -- Construction Testing and Inspecting Services-' ervices .5 °. ..4 CONCRETE INSPECTION AND TEST REPORT •.- t e-ar'c-�; t A CLIENT: POE Construction DATE OF INSPECTION: 6/7/94 PROJECT: Aero Controls Addition REPORT NO: 2 CONTRACTOR: POE Construction PROJECT NO: 94 . 05-11 INSPECTOR: M. Robinson CONCRETE SUPPLIER: Miles Sand & Gravel FORMS INSPECTED: yes REBAR INSPECTED: yes REMARKS: Resteel was per plans . PLACEMENT METHOD: chute CONSOLIDATION METHOD: vibration LOCATION OF PLACEMENT: grade beam, north side, A, 1 to 6 and part on B line; three footings adjacent to existing building LOCATION SAMPLED: west third of grade beam SLUMP: 4 . 0 " AIR: ---- % CUBIC YDS. PLACED: 20+ CEMENT: 5 . 5 SK. TYPE: ---- MAX. SIZE AGGR: 7/8 " ADMIXTURES: none listed AMOUNT: ------ CONC TEMP: 710 AIR TEMP: 580 WEATHER: partly cloudy NO. CYLINDERS CAST: 3 TIME SAMPLED: 0807 TRUCK NO: 149 DESIGN STRENGTH: 3000 CYL NO. LAB NO. DATE TESTED AGE PSI 4 6270 6/14/94 7 3580 5 6271 7/5/94 28 4210 6 6272 7/5/94 28 4390 2401 Bristol Court S.W. • P.O. Box 10267 • Olympia, WA 98502 • Phone (206) 357-7883 - FAX (206) 754-4240 Bradley-Noble Geotechnical Company., Geotechnical Consulting {, ; Construction Testing and Inspecting Services " 4 CONCRETE INSPECTION AND TEST REPORT '� �� ��! p-+�-htl Vp �J7, ei��, CLIENT: POE Construction DATE OF INSPECTION: 6/3/94 PROJECT: AERO Controls Addition REPORT NO: 1 CONTRACTOR: POE Construction PROJECT NO: 94 . 05-11 INSPECTOR: M. Robinson CONCRETE SUPPLIER: Miles Sand & Gravel FORMS INSPECTED: ves REBAR INSPECTED: yes REMARKS: per plans PLACEMENT METHOD: chute CONSOLIDATION METHOD: vibration LOCATION Of' PLACEMENT: loading dock footings, 6 line, G to N and grade beam along S line, 1 to 6 LOCATION SAMPLED: dock footings, south side SLUMP: 4 " AIR: ---- % CUBIC YDS . PLACED: 40+ CEMENT: 5 . 5 SK. TYPE: ---- MAX. SIZE AGGR: 7/8 " ADMIXTURES: none listed AMOUNT: ----- CONC TEMP: 750 AIR TEMP: 760 WEATHER: clear, sunshine NO. CYLINDERS CAST: 3 TIME SAMPLED: 1215 TRUCK NO: 107 DESIGN STRENGTH: 3000 CYL NO. LAB NO. DATE TESTED AGE PSI 1 6264 6/10/94 7 3150 2 6265 7/1/94 28 4490 3 6266 7/1/94 28 4310 2401 Bristol Court S.W. • P.O. Box 10267 • Olympia, WA 98502 • Phone (206) 357-7883 • FAX (206) 754-4240 Bradley-Noble Geotechnical Company Geotechnical Consulting Construction Testing and Inspecting Services CONCRETE INSPECTION AND TEST REPORT CLIENT: POE Const ruction DATE OF INSPECTION: 6/3/94 PROJECT: AERO Controls Addition REPORT NO: 1 CONTRACTOR: POE Construction PROJECT NO: 94 . 05-11 INSPECTOR: M. Robinson CONCRETE SUPPLIER: Miles Sand & Gravel FORMS INSPECTED: yes REBAR INSPECTED: yes REMARKS: per plans PLACEMENT METHOD: chute CONSOLIDATION METHOD: vibration LOCATION OF PLACEMENT: loading dock footings, 6 line, G to N and grade beam along S line, 1 to 6 LOCATION SAMPLED: dock footings, south side SLUMP: 4 " AIR: ---- % CUBIC YDS . PLACED: 40+ CEMENT: 5 . 5 SK. TYPE: ---- MAX. SIZE AGGR: 7/8 " ADMIXTURES : none listed AMOUNT: ----- CONC TEMP: 750 AIR TEMP: 760 WEATHER: clear, sunshine NO. CYLINDERS CAST: 3 TIME SAMPLED: 1215 TRUCK NO: 107 DESIGN STRENGTH: 3000 CYL NO. LAB NO. DATE TESTED AGE PSI 1 6264 6/10/94 7 3150 2 6265 7/1/94 28 3 6266 7/1/94 28 2401 Bristol Court S.W. • P.O. Box 10267 • Olympia, WA 98502 • Phone (206) 357-7883 • FAX (206) 754-4240 Bradley Noble Geotechnical Compan _�E Aor �' fl F r Soils Engineers and Geologists SEP Testing and Inspecting Services 091992 FIELD INSPECTION REPORT GEIVERAL SERVICE CLIENT: POE Construction DATE OF INSPECTION: 24 August 92 PROJECT: AERO Controls, Shelton REPORT NO: 1 CONTRACTOR: POE Construction PROJECT NO: 92 . 07-03 Frame on E line was inspected on 10 August prior to covering with sheet rock, see report 8 dated 10 August. Inspected balance of structural steel frame. Conducted a visual inspection of all connections and found based on the visual inspection that all A325 bolts had been installed per the plans . a l_1_ ircwe to footi_nq connections were t ight . Control of bolting was by the turn of the nut method. We understand that a 1-inch diameter air impact wrench was used by the erection subcontractor to tighten the bolts . We inspected about 10% of the connections at random locations . We found the flats of the nuts indicating that in fact a impcat type of wrench had been used. We found all connections inspected to be tight and we could not turn the nut using a wrench. Based on our visual inspection, it is our opinion that the connections of the steel frames meet the project requirments . David C . Strong Engineering Geologist 2401 Bristol Court S.W. • P.O. Box 10267 9 Olympia, WA 98502 9 Phone(206) 357-7883 JUL-09-1'F�2 l::4:-l5 Fr -T! NI-- J'�JUH-PED :I:C. TO `_3 P.Q_ MCSQUARED, INC. Structural and Foundation En irteem 121 1 EAST 4TH AVE. SUITE 202 CLYMPIA. WA 9850f? (206)754-9339 July 9 , 1992 r Aero Controls Inc. ° f Shelton, WA 98584 1-0 Attn: Bob Williams by c RE: Water Infiltration Rate Dear Mr. Williams: David Strong of Bradley Noble Inc. performed a falling head percolation test on your work site on Tuesday July 7 , 1992 . The purpose of this test was to establish a percolation rate for stormwater drainage calculations. A. falling head percolation test measures the time it takes for an inch of water to drop one inch i.. a pipe. The pipe is erbedded into the soil in which the Sto.= water will drain into. The procedure calls for soaking the around in which the test is to be performed. In sandy soils soaking the soil is not required. The soil at your location consists of sands and gravel approximately 150 feet deep. The water in the test fell 5 inches in 10 seconds. This worms out to a percolation rate of 0 . 0332 minutes per inch. By factoring the test percolation rate to account for stormwater fines to clog the drainage path over time, and using the minimum percolation rate allowablra a usdabla percolation rate is 5 minutes per inch. The rate does not need any further adjustment. The swale used for stormwater transmission should be maintained regularly to remove the accumulated fines. If you have any questions, or if I may be of further help, please call me at (206) 754-9339 . Sincerely yours, t MC SQUARED, INC. �t. q► MIKE S ZRAMEK P. E. Senior Engineer Ex�iaEs 07111/9"�