IGLOO MODIFICATIONS CHARLIE AREA BELLEMONT FLAGSTAFF ROADWAY/ RAILROAD NEAR BUILDING 350 CHARLIE AREA IGLOOS N Not to Scale IGLOO MODIFICATIONS CHARLI
|
|
- Berenice Nelson
- 5 years ago
- Views:
Transcription
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28 ILOO MODIFICATIOS CHALIE AEA BELLEMOT FLASTAFF OADWAY/ AILOAD EA BUILDI 30 CHALIE AEA ILOOS ot to Scale ILOO MODIFICATIOS CHALIE AEA Vicinity Map Western Technologies Inc. Job o. 224JK132 Plate 1
29 ILOO MODIFICATIOS CHALIE AEA DAIAE IMPOVEMETS LEED: A Approximate Boring Location Approximate Igloo Location ot to Scale ILOO MODIFICATIOS CHALIE AEA Boring Location Diagram Western Technologies Inc. Job o. 224JK132 Plate 2
30 ILOO C2 H E D F A B C I LEED: A Approximate Boring Location ot to Scale ILOO MODIFICATIOS CHALIE AEA Boring Location Diagram Western Technologies Inc. Job o. 224JK132 Plate 3
31 ILOO C3 H E A C I F J D B LEED: A Approximate Boring Location ot to Scale ILOO MODIFICATIOS CHALIE AEA Boring Location Diagram Western Technologies Inc. Job o. 224JK132 Plate 4
32 ILOO C4 H F B E D A C I LEED: A Approximate Boring Location ot to Scale ILOO MODIFICATIOS CHALIE AEA Boring Location Diagram Western Technologies Inc. Job o. 224JK132 Plate
33 ILOO C6 H E F B C D A I LEED: A Approximate Boring Location ot to Scale ILOO MODIFICATIOS CHALIE AEA Boring Location Diagram Western Technologies Inc. Job o. 224JK132 Plate 6
34 ILOO C7 H F E D A B C I LEED: A Approximate Boring Location ot to Scale ILOO MODIFICATIOS CHALIE AEA Boring Location Diagram Western Technologies Inc. Job o. 224JK132 Plate 7
35 ILOO C8 F D B A E C LEED: A Approximate Boring Location ot to Scale ILOO MODIFICATIOS CHALIE AEA Boring Location Diagram Western Technologies Inc. Job o. 224JK132 Plate 8
36 ILOO C9 F D B A E C LEED: A Approximate Boring Location ot to Scale ILOO MODIFICATIOS CHALIE AEA Boring Location Diagram Western Technologies Inc. Job o. 224JK132 Plate 9
37 ILOO C1 F D B A E C LEED: A Approximate Boring Location ot to Scale ILOO MODIFICATIOS CHALIE AEA Boring Location Diagram Western Technologies Inc. Job o. 224JK132 Plate
38 OADWAY SEMET AD AILOAD SPU POD BUILDI LEED: A Approximate Boring Location ailroad Spur oadway Segment ot to Scale ILOO MODIFICATIOS CHALIE AEA Boring Location Diagram Western Technologies Inc. Job o. 224JK132 Plate 11
39 Allowable Soil Bearing Capacity The recommended maximum contact stress developed at the interface of the foundation element and the supporting material. Backfill Base Course Base Course rade Bench Caisson Concrete Slabs-on-rade Crushed ock Base Course Differential Settlement Engineered Fill Existing Fill Existing rade Expansive Potential Fill Finished rade ravel Base Course Heave ative rade ative Soil ock Sand & ravel Base Scarify Settlement Soil Strip Subbase Subbase rade Subgrade A specified material placed and compacted in a confined area. A layer of specified material placed on a subgrade or subbase. Top of base course. A horizontal surface in a sloped deposit. A concrete foundation element cast in a circular excavation which may have an enlarged base. Sometimes referred to as a cast-in-place pier. A concrete surface layer cast directly upon a base, subbase or subgrade. A base course composed of crushed rock of a specified gradation. Unequal settlement between or within foundation elements of a structure. Specified material placed and compacted to specified density and/or moisture conditions under observations of a representative of a soil engineer. Materials deposited through the action of man prior to exploration of the site. The ground surface at the time of field exploration. The potential of a soil to expand (increase in volume) due to absorption of moisture. Materials deposited by the actions of man. The final grade created as a part of the project. A base course composed of naturally occurring gravel with a specified gradation. Upward movement The naturally occurring ground surface. aturally occurring on-site soil. A natural aggregate of mineral grains connected by strong and permanent cohesive forces. Usually requires drilling, wedging, blasting or other methods of extraordinary force for excavation. A base course of sand and gravel of a specified gradation. To mechanically loosen soil or break down existing soil structure. Downward movement. Any unconsolidated material composed of discrete solid particles, derived from the physical and/or chemical disintegration of vegetable or mineral matter, which can be separated by gentle mechanical means such as agitation in water. To remove from present location. A layer of specified material placed to form a layer between the subgrade and base course. Top of subbase. Prepared native soil surface. POJECT: ILOO MODIFICATIOS CHALIE AEA JOB O.: 224JK132 DEFIITIO OF TEMIOLOY A-1
40 OUP SYMBOLS W P M C SW SP SM SC COASE-AIED SOILS LESS THA 0% FIES* DESCIPTIO WELL-ADED AVELS O AVEL- SAD MIXTUES, LESS THA % FIES POOLY-ADED AVELS O AVEL-SAD MIXTUES, LESS THA % FIES SILTY AVELS, AVEL-SAD-SILT MIXTUES, MOE THA 12% FIES AYEY AVELS, AVEL-SAD- AY MIXTUES, MOE THA 12% FIES WELL-ADED SADS O AVELLY SADS, LESS THA % FIES POOLY-ADED SADS O AVELLY SADS, LESS THA % FIES SILTY SADS, SAD-SILT MIXTUES, MOE THA 12% FIES AYEY SADS, SAD-AY MIXTUES, MOE THA 12% FIES OTE: Coarse-grained soils receive dual symbols if they contain % to 12% fines (e.g., SW-SM, P-C). MAJO DIVISIOS AVELS MOE THA HALF OF COASE FACTIO IS LAE THA O. 4 SIEVE SIZE SADS MOE THA HALF OF COASE FACTIO IS SMALLE THA O. 4 SIEVE SIZE OUP SYMBOLS ML OL MH CH OH PT FIE-AIED SOILS MOE THA 0% FIES DESCIPTIO IOAIC SILTS, VEY FIE SADS, OCK FLOU, SILTY O AYEY FIE SADS IOAIC AYS OF LOW TO MEDIUM PLASTICITY, AVELLY AYS, SADY AYS, SILTY AYS, LEA AYS OAIC SILTS O OAIC SILT-AYS OF LOW PLASTICITY IOAIC SILTS, MICACEOUS O DIATOMACEOUS FIE SADS O SILTS, ELASTIC SILTS IOAIC AYS OF HIH PLASTICITY, FAT AYS OAIC AYS OF MEDIUM TO HIH PLASTICITY PEAT, MUCK AD OTHE HIHLY OAIC SOILS OTE: Fine-grained soils may receive dual classification based upon plasticity characteristics. MAJO DIVISIOS SILTS AD AYS LIQUID LIMIT LESS THA 0 SILTS AD AYS LIQUID LIMIT MOE THA 0 HIHLY OAIC SOILS SOIL SIZES COSISTECY COMPOET SIZE AE AYS & SILTS BLOWS PE FOOT* BOULDES COBBLES AVEL Coarse Fine Above 12 in. 3 in. 12 in. o. 4 3 in. 3/4 in. 3 in. o. 4 3/4 in. VEY SOFT SOFT FIM STIFF VEY STIFF HAD Over 32 SAD Coarse Medium Fine o. 0 o. 4 o. o. 4 o. 40 o. o. 0 o. 40 *Fines (Silt or Clay) Below o. 0 OTE: Only sizes smaller than three inches are used to classify soils SADS & AVELS VEY LOOSE LOOSE MEDIUM DESE DESE VEY DESE ELATIVE DESITY BLOWS PE FOOT* Over 0 *umber of blows of 140 pound hammer falling 30 inches to drive a 2 inch O.D. (1 3/8 inch ID) split spoon (ASTM D186). PLASTICITY OF FIE AIED SOILS PLASTICITY IDEX Over 2 TEM O-PLASTIC LOW MEDIUM HIH DEFIITIO OF WATE COTET DY SLIHTLY DAMP DAMP MOIST WET SATUATED POJECT: ILOO MODIFICATIOS CHALIE AEA JOB O.: 224JK132 METHOD OF ASSIFICATIO A-2 81 WTI
41 The number shown in "BOI O." refers to the approximate location of the same number indicated on the "Boring Location Diagram" as positioned in the field by pacing or measurement from property lines and/or existing features. "DILLI TYPE" refers to the exploratory equipment used in the boring wherein HSA = hollow stem auger, and the dimension presented is the outside diameter of the HSA used. Sampler under drilling type refers to continuous sampler advancement using a hydraulic percussion hammer. " in BLOW COUTS" refers to a 2-in. outside diameter split-barrel sampler driven into the ground with a 140 lb. drop-hammer dropped 30 in. repeatedly until a penetration of 18 in. is achieved or until refusal. The number of blows, or blow count, of the hammer is recorded for each of three 6-in. increments totaling 18 in. The number of blows required for advancing the sampler for the last 12 in. (2 nd and 3 rd increments) is defined as the Standard Penetration Test (SPT) -Value. efusal to penetration is considered more than 0 blows per 6 inches. (ef. ASTM D 186). A double vertical line within the symbol indicates no sample recovery. Where indicated in the Boring Log notes, was estimated using a Cone Penetrometer. "" in BLOW COUTS" refers to a 3-in. outside diameter ring-lined split spoon sampler driven into the ground with a 140 lb. drop-hammer dropped 30 in. repeatedly until a penetration of 12 in. is achieved or until refusal. The number of blows required to advance the sampler 12 in. is defined as the blow count. The blow count requires an engineered conversion to an equivalent SPT -Value. efusal to penetration is considered more than 0 blows per foot. (ef. ASTM D 30). A double vertical line within the symbol indicates no sample recovery. A circle within the symbol indicates sample disturbance. PUSH refers to either a 2-in. or 3-in. outside diameter sampler, as identified above, pushed with a hydraulic percussion hammer. "" refers to the form of sample recovery, in which = Split-barrel sample, = ing-lined sample, = rab sample, C = Core un. "DY DESITY " refers to the laboratory-determined dry density in pounds per cubic foot. The symbol "" indicates that no sample was recovered. The symbol "DU" indicates that determination of dry density was not possible. " COTET " refers to the laboratory-determined water content in percent (ef. ASTM D2216). ecovery refers to the total length of recovered rock core divided by the length of core run. "" refers to the Unified Soil Classification System roup Symbol for the soil type as defined by ASTM D 2487 and D The soils were classified visually in the field, and where appropriate, classifications were modified by visual examination of samples in the laboratory and/or by appropriate tests. These notes and boring logs are intended for use in conjunction with the purposes of our services defined in the text. Boring log data should not be construed as part of the construction plans nor as defining construction conditions. Boring logs depict our interpretations of subsurface conditions at the locations and on the date(s) noted. Variations in subsurface conditions and characteristics may occur between borings. roundwater levels may fluctuate due to seasonal variations and other factors. The stratification lines shown on the boring logs represent our interpretation of the approximate boundary between soil or rock types based upon visual field classification at the boring location. The transition between materials is approximate and may be more or less gradual than indicated. POJECT: ILOO MODIFICATIOS CHALIE AEA JOB O.: 224JK132 BOI LO OTES A-3
42 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C2-A EQUIPMET TYPE: Simco EP 0 EXCAVATIO TYPE: 4" SSA FIELD EIEE: M. Kemnitz COTET DY DESITY 4 SP APHIC SOIL DESCIPTIO 4." POTLAD CEMET COCETE FILL: ravelly SAD (CIDES); red to brown, dry to slightly damp THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO PUSH PUSH PUSH S STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ Clayey SAD; light brown, slightly damp to damp apparent ESIDUAL soil efusal at 11 feet on LIMESTOE OTES: is from Cone Penetrometer. POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-4
43 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C2-B EQUIPMET TYPE: Simco EP 0 EXCAVATIO TYPE: 4" SSA FIELD EIEE: M. Kemnitz COTET DY DESITY SP APHIC SOIL DESCIPTIO 4" POTLAD CEMET COCETE FILL: ravelly SAD (CIDES); red to brown, dry to slightly damp PUSH FILL: AY; dark brown, slightly damp to damp THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO PUSH STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ Silty AY; light brown, moist efusal at 6.3 feet on LIMESTOE OTES: is from Cone Penetrometer. POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-
44 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C2-C EQUIPMET TYPE: Simco EP 0 EXCAVATIO TYPE: 4" SSA FIELD EIEE: M. Kemnitz COTET DY DESITY 7 11 P PUSH SC APHIC SOIL DESCIPTIO " POTLAD CEMET COCETE FILL: Sandy AVEL (CIDES); red to brown, dry to slightly damp FILL: Clayey SAD; dark brown, damp THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO PUSH PUSH PUSH STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ Sandy AY; light brown, damp, apparent ESIDUAL soil increase silt, light cementation, ring sampler refusal efusal at 8 feet on SILTSTOE/AYSTOE OTES: in FILL is from Cone Penetrometer. POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-6
45 DATE DILLED: BOI O. C2-D EQUIPMET TYPE: CME LOCATIO: See Location Diagram EXCAVATIO TYPE: 7" HSA ELEVATIO: ot Determined FIELD EIEE: M. Kemnitz COTET DY DESITY APHIC SOIL DESCIPTIO 8." POTLAD CEMET COCETE 26 W Approximately 1" AEATE BASE COUSE; light brown to grey, damp efusal at 2 feet on COCETE THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO. - - WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET OTES: is from Cone Penetrometer. POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-7
46 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C2-E EQUIPMET TYPE: CME EXCAVATIO TYPE: 7" HSA FIELD EIEE: M. Kemnitz COTET DY DESITY APHIC SOIL DESCIPTIO " POTLAD CEMET COCETE W - SC Approximately 12" AEATE BASE COUSE; light brown to grey, damp Sandy AY; with gravel, dark brown, stiff, damp, possible FILL in the upper feet THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO /4" 0/3" 0/3" STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ Sandy AY; light brown, very stiff to hard, slightly damp ESIDUAL soil highly decomposed LIMESTOE slightly decomposed LIMESTOE, hard drilling OTES: Boring stopped at 19 feet POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-8
47 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C2-F EQUIPMET TYPE: CME EXCAVATIO TYPE: 7" HSA FIELD EIEE: M. Kemnitz COTET DY DESITY APHIC SOIL DESCIPTIO " POTLAD CEMET COCETE 30 W Approximately 12" AEATE BASE COUSE; light brown to grey, damp Sandy AY; with gravel, dark brown, firm, damp, possible FILL in the upper feet THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ Sandy AY; light brown, firm to stiff, damp Boring stopped at feet OTES: in ABC is from Cone Penetrometer. POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-9
48 DATE DILLED: BOI O. C2- EQUIPMET TYPE: CME LOCATIO: See Location Diagram EXCAVATIO TYPE: 7" HSA ELEVATIO: ot Determined FIELD EIEE: M. Kemnitz COTET DY DESITY P APHIC SOIL DESCIPTIO Sandy AVEL (CIDES); red to brown, dry to slightly damp Sandy AY; dark brown, damp to moist, possible FILL in the upper feet THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO. - - WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET Boring stopped at feet OTES: POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-
49 DATE DILLED: BOI O. C2-H EQUIPMET TYPE: CME LOCATIO: See Location Diagram EXCAVATIO TYPE: 7" HSA ELEVATIO: ot Determined FIELD EIEE: M. Kemnitz COTET DY DESITY P APHIC SOIL DESCIPTIO FILL: Sandy AVEL (CIDES); red to brown, dry to slightly damp FILL: Sandy AY; with gravel, dark brown, slightly damp to damp THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ Sandy AY; light brown, damp OTES: Boring stopped at feet POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-11
50 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C2-I EQUIPMET TYPE: CME EXCAVATIO TYPE: 7" HSA FIELD EIEE: M. Kemnitz COTET DY DESITY P APHIC SOIL DESCIPTIO FILL: Sandy AVEL (CIDES); red to brown, dry to slightly damp ravelly AY; dark brown, damp, possible FILL in the upper feet THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO. - - STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ Sandy AY; dark brown, damp OTES: Boring stopped at feet POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-12
51 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C3-A EQUIPMET TYPE: Simco EP 0 EXCAVATIO TYPE: 4" SSA FIELD EIEE: M. Kemnitz COTET DY DESITY 6 6 P APHIC SOIL DESCIPTIO 7" POTLAD CEMET COCETE FILL: Sandy AVEL (CIDES); with silt, red to brown, dry to slightly damp CH FILL: Sandy AY; dark brown, damp THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO PUSH PUSH PUSH STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ AY; light brown to gold, very stiff to hard, damp apparent ESIDUAL soil, auger refusal at. feet, sampled to 6. feet efusal at 6. feet on LIMESTOE OTES: in FILL is from Cone Penetrometer. POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-13
52 DATE DILLED: BOI O. C3-B EQUIPMET TYPE: Simco EP 0 LOCATIO: See Location Diagram EXCAVATIO TYPE: 4" SSA ELEVATIO: ot Determined FIELD EIEE: M. Kemnitz COTET 1.2 DY DESITY PUSH M CH APHIC SOIL DESCIPTIO 6." POTLAD CEMET COCETE FILL: Sandy AVEL (CIDES); with silt, red to brown, dry to slightly damp FILL: Sandy AY; dark brown, damp THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO PUSH PUSH PUSH STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ Silty AY; with sand, dark brown, damp to moist Silty AY; with gravel, mottled light brown to gold and dark brown, moist, ESIDUAL soil efusal at 9. feet on LIMESTOE OTES: in FILL is from Cone Penetrometer. POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-14
53 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C3-C EQUIPMET TYPE: Simco EP 0 EXCAVATIO TYPE: 4" SSA FIELD EIEE: M. Kemnitz COTET DY DESITY 7 9 M APHIC SOIL DESCIPTIO 7" POTLAD CEMET COCETE FILL: Sandy AVEL (CIDES); with silt, red to brown, dry to slightly damp THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO PUSH PUSH PUSH CH STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ FILL: Sandy AY; dark brown, stiff, damp to moist Silty AY; with gravel, mottled light brown to gold, damp, ESIDUAL soil highly decomposed LIMESTOE efusal at 9. feet on LIMESTOE OTES: is from Cone Penetrometer. POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-1
54 DATE DILLED: BOI O. C3-D EQUIPMET TYPE: CME LOCATIO: See Location Diagram EXCAVATIO TYPE: 7" HSA ELEVATIO: ot Determined FIELD EIEE: M. Kemnitz COTET DY DESITY APHIC SOIL DESCIPTIO 9" POTLAD CEMET COCETE 30 W Approximately 1" AEATE BASE COUSE; light brown to grey, damp efusal at 2 feet on COCETE THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO. - - WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET OTES: is from Cone Penetrometer. POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-16
55 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C3-E EQUIPMET TYPE: CME EXCAVATIO TYPE: 7" HSA FIELD EIEE: M. Kemnitz COTET DY DESITY APHIC SOIL DESCIPTIO." POTLAD CEMET COCETE W Approximately 12" AEATE BASE COUSE; light brown to grey, damp FILL: Sandy AY; with gravel, dark brown, damp THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO /1" 1 STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ efusal at feet on LIMESTOE OTES: POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-17
56 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C3-F EQUIPMET TYPE: CME EXCAVATIO TYPE: 7" HSA FIELD EIEE: M. Kemnitz COTET DY DESITY APHIC SOIL DESCIPTIO 8." POTLAD CEMET COCETE 30 W Approximately 12" AEATE BASE COUSE; light brown to grey, damp FILL: Sandy AY; with gravel, dark brown, damp THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO CH STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ Sandy AY; with gravel, light brown, very stiff, slightly damp Boring stopped at feet OTES: in ABC is from Cone Penetrometer. POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-18
57 DATE DILLED: BOI O. C3- EQUIPMET TYPE: CME LOCATIO: See Location Diagram EXCAVATIO TYPE: 7" HSA ELEVATIO: ot Determined FIELD EIEE: M. Kemnitz COTET DY DESITY P CH APHIC SOIL DESCIPTIO FILL: Sandy AVEL (CIDES); red to brown, dry to slightly damp FILL: Sandy AY; dark brown, damp to moist THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ AY; with gravel, light brown, slightly damp OTES: efusal at 6 feet on BOULDE POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-19
58 DATE DILLED: BOI O. C3-H EQUIPMET TYPE: CME LOCATIO: See Location Diagram EXCAVATIO TYPE: 7" HSA ELEVATIO: ot Determined FIELD EIEE: M. Kemnitz COTET DY DESITY P CH APHIC SOIL DESCIPTIO FILL: Sandy AVEL (CIDES); red to brown, dry to slightly damp FILL: Sandy AY; dark brown, damp to moist THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ Sandy AY; with gravel, light brown, slightly damp OTES: Boring stopped at feet POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-
59 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C3-I EQUIPMET TYPE: CME EXCAVATIO TYPE: 7" HSA FIELD EIEE: M. Kemnitz COTET DY DESITY P CH APHIC SOIL DESCIPTIO FILL: Sandy AVEL (CIDES); red to brown, dry to slightly damp FILL: AY; with sand and gravel, dark brown, damp THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO. - - CH STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ AY; with sand and gravel, dark brown, damp OTES: Stopped at feet POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-21
60 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C3-J EQUIPMET TYPE: CME EXCAVATIO TYPE: 7" HSA FIELD EIEE: M. Kemnitz COTET DY DESITY P APHIC SOIL DESCIPTIO FILL: Sandy AVEL (CIDES); red to brown, dry to slightly damp FILL: Silty AY; with sand and gravel, dark brown, damp to moist THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO /6" 8/7" STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ Silty AY; gold to light brown, hard, damp ESIDUAL soil with highly decomposed LIMESTOE lenses OTES: efusal at 11 feet on LIMESTOE POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-22
61 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C4-A EQUIPMET TYPE: Simco EP 0 EXCAVATIO TYPE: 4" SSA FIELD EIEE: M. Kemnitz COTET DY DESITY APHIC SOIL DESCIPTIO PUSH P- C SC." POTLAD CEMET COCETE FILL: Sandy AVEL (CIDES); with clay, red to brown, dry to slightly damp Clayey SAD; light brown, slightly damp efusal at 2 feet on LIMESTOE THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO. - - STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ OTES: in FILL is from Cone Penetrometer. POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-23
62 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C4-B EQUIPMET TYPE: Simco EP 0 EXCAVATIO TYPE: 4" SSA FIELD EIEE: M. Kemnitz COTET DY DESITY 11 P- C SC APHIC SOIL DESCIPTIO " POTLAD CEMET COCETE Sandy AVEL (CIDES); with clay, red to brown, dry to slightly damp Clayey SAD; with gravel, light brown, slightly damp, apparent ESIDUAL soil efusal at 2 feet on LIMESTOE THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO. - - STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ OTES: in FILL is from Cone Penetrometer. POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-24
63 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C4-C EQUIPMET TYPE: Simco EP 0 EXCAVATIO TYPE: 4" SSA FIELD EIEE: M. Kemnitz COTET DY DESITY 8 9 P- C SC APHIC SOIL DESCIPTIO " POTLAD CEMET COCETE FILL: Sandy AVEL (CIDES); with clay, red to brown, dry to slightly damp Clayey SAD; light brown, slightly damp, apparent ESIDUAL soil THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO. - - STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ efusal at 3 feet on LIMESTOE OTES: is from Cone Penetrometer. POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-2
64 DATE DILLED: BOI O. C4-D EQUIPMET TYPE: CME LOCATIO: See Location Diagram EXCAVATIO TYPE: 7" HSA ELEVATIO: ot Determined FIELD EIEE: M. Kemnitz COTET DY DESITY APHIC SOIL DESCIPTIO " POTLAD CEMET COCETE 3 W Approximately 12" AEATE BASE COUSE; light brown to grey, damp efusal at 1.8 feet on COCETE THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO. - - WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET OTES: is from Cone Penetrometer. POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-26
65 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C4-E EQUIPMET TYPE: CME EXCAVATIO TYPE: 7" HSA FIELD EIEE: M. Kemnitz COTET DY DESITY APHIC SOIL DESCIPTIO." POTLAD CEMET COCETE W ML 6" AEATE BASE COUSE; light brown to grey, damp SILT; with sand and gravel, light brown, stiff to very stiff, slightly damp to damp THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO /8" 0/1" STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ hard Silty AY; with gravel, light brown to gold, hard, damp to moist, ESIDUAL soil OTES: efusal at 12 feet on LIMESTOE POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-27
66 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C4-F EQUIPMET TYPE: CME EXCAVATIO TYPE: 7" HSA FIELD EIEE: M. Kemnitz COTET DY DESITY APHIC SOIL DESCIPTIO 9." POTLAD CEMET COCETE 24 W SC 6" AEATE BASE COUSE; light brown to grey, damp FILL: ravelly, Clayey SAD; dark brown, damp THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO SC STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ Clayey SAD; with gravel, light brown, very dense, slightly damp Boring stopped at feet OTES: in FILL is from Cone Penetrometer. POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-28
67 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C4- EQUIPMET TYPE: CME EXCAVATIO TYPE: 7" HSA FIELD EIEE: M. Kemnitz COTET DY DESITY P APHIC SOIL DESCIPTIO 2" Sandy AVEL (CIDES); red to brown, slightly damp FILL: Sandy AY; with gravel, dark brown, damp THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO. - - STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ Sandy AY; with gravel, light brown, slightly damp OTES: Boring stopped at feet POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-29
68 DATE DILLED: BOI O. C4-H EQUIPMET TYPE: CME LOCATIO: See Location Diagram EXCAVATIO TYPE: 7" HSA ELEVATIO: ot Determined FIELD EIEE: M. Kemnitz COTET DY DESITY P APHIC SOIL DESCIPTIO Sandy AVEL (CIDES); red to brown, dry to slightly damp FILL: Sandy AY; dark brown, damp THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ Sandy AY; with gravel, light brown, slightly damp OTES: Boring stopped at feet POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-30
69 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C4-I EQUIPMET TYPE: CME EXCAVATIO TYPE: 7" HSA FIELD EIEE: M. Kemnitz COTET DY DESITY P W APHIC SOIL DESCIPTIO Sandy AVEL (CIDES); red to brown, dry to slightly damp AEATE BASE COUSE; grey to brown, slightly damp to damp FILL: Sandy AY; with gravel, dark brown, damp THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO. - - STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ efusal at feet on LIMESTOE OTES: POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-31
70 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C6-A EQUIPMET TYPE: Simco EP 0 EXCAVATIO TYPE: 4" SSA FIELD EIEE: M. Kemnitz COTET DY DESITY APHIC SOIL DESCIPTIO P " POTLAD CEMET COCETE FILL: Sandy AVEL (CIDES); red to brown, dry to slightly damp THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO PUSH PUSH SC STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ Clayey SAD; with gravel, light brown, slightly damp, ESIDUAL soil grades to highly decomposed LIMESTOE at 3. feet efusal at 4. feet on LIMESTOE OTES: in FILL is from Cone Penetrometer. POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-32
71 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C6-B EQUIPMET TYPE: Simco EP 0 EXCAVATIO TYPE: 4" SSA FIELD EIEE: M. Kemnitz COTET DY DESITY 17 1 P APHIC SOIL DESCIPTIO." POTLAD CEMET COCETE FILL: Sandy AVEL (CIDES); red to brown, dry to slightly damp PUSH CH FILL: AY; with sand, dark brown to black, damp to moist THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO. - - STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ Silty AY; light brown, slightly damp, ESIDUAL soil efusal at feet on LIMESTOE OTES: is from Cone Penetrometer. POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-33
72 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C6-C EQUIPMET TYPE: CME EXCAVATIO TYPE: 4" SSA FIELD EIEE: M. Kemnitz COTET DY DESITY 11 P- M APHIC SOIL DESCIPTIO " POTLAD CEMET COCETE FILL: Sandy AVEL (CIDES); with silt, red to brown, dry to slightly damp CH FILL: AY; with sand, dark brown to black, very stiff, damp THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO. - - STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ efusal at 4. feet on LIMESTOE OTES: is from Cone Penetrometer. POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-34
73 DATE DILLED: BOI O. C6-D EQUIPMET TYPE: CME LOCATIO: See Location Diagram EXCAVATIO TYPE: 7" HSA ELEVATIO: ot Determined FIELD EIEE: M. Kemnitz COTET DY DESITY APHIC SOIL DESCIPTIO " POTLAD CEMET COCETE >3 W Approximately 14" AEATE BASE COUSE; light brown to grey, damp efusal at 2 feet on COCETE THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO. - - WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET OTES: in ABC is from Cone Penetrometer. POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-3
74 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C6-E EQUIPMET TYPE: CME EXCAVATIO TYPE: 7" HSA FIELD EIEE: M. Kemnitz COTET DY DESITY APHIC SOIL DESCIPTIO " POTLAD CEMET COCETE W Approximately 6" AEATE BASE COUSE; light brown to grey, damp FILL: Sandy AY; dark brown, damp THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO /" /1" STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ ravelly, Sandy AY; light brown, hard, damp to moist, ESIDUAL soil lenses of highly decomposed LIMESTOE OTES: efusal at feet POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-36
75 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C6-F EQUIPMET TYPE: CME EXCAVATIO TYPE: 7" HSA FIELD EIEE: M. Kemnitz COTET DY DESITY APHIC SOIL DESCIPTIO 8." POTLAD CEMET COCETE 3 W Approximately 6" AEATE BASE COUSE; light brown to grey, damp FILL: Sandy AY; dark brown, damp THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO /9" STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ Sandy AY; light brown, very stiff to hard, slightly damp, apparent ESIDUAL soil Boring stopped at feet OTES: in ABC is from Cone Penetrometer. POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-37
76 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C6- EQUIPMET TYPE: CME EXCAVATIO TYPE: 7" HSA FIELD EIEE: M. Kemnitz COTET DY DESITY APHIC SOIL DESCIPTIO Sandy AY; dark brown, damp THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO. - - STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET 1 WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ Sandy AY; with gravel, light brown, slightly damp OTES: Boring stopped at feet POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-38
77 DATE DILLED: BOI O. C6-H EQUIPMET TYPE: CME LOCATIO: See Location Diagram EXCAVATIO TYPE: 7" HSA ELEVATIO: ot Determined FIELD EIEE: M. Kemnitz COTET DY DESITY W APHIC SOIL DESCIPTIO FILL: Sandy AVEL (CIDES); red to brown, dry to slightly damp AEATE BASE COUSE; brown to grey, slightly damp FILL: Sandy AY; dark brown, damp THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO ML STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ Sandy, Silty AY; light brown, slightly damp OTES: Boring stopped at feet POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-39
78 DATE DILLED: BOI O. C6-I EQUIPMET TYPE: CME LOCATIO: See Location Diagram EXCAVATIO TYPE: 7" HSA ELEVATIO: ot Determined FIELD EIEE: M. Kemnitz COTET DY DESITY P W APHIC SOIL DESCIPTIO FILL: Sandy AVEL (CIDES); red to brown, dry to slightly damp AEATE BASE COUSE; grey to brown, slightly damp to damp FILL: Sandy AY; dark brown, damp THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO. - - STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ Sandy, Silty AY; light brown, slightly damp OTES: Boring stopped at feet POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-40
79 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C7-A EQUIPMET TYPE: Simco EP 0 EXCAVATIO TYPE: 4" SSA FIELD EIEE: M. Kemnitz COTET DY DESITY 11 8 P APHIC SOIL DESCIPTIO " POTLAD CEMET COCETE FILL: Sandy AVEL (CIDES); red to brown, dry to slightly damp PUSH ML Sandy SILT; light brown, damp to moist, ESIDUAL soil THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO. - - PUSH STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ grey to light grey efusal at 6. feet on LIMESTOE OTES: in FILL is from Cone Penetrometer. POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-41
80 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C7-B EQUIPMET TYPE: Simco EP 0 EXCAVATIO TYPE: 4" SSA FIELD EIEE: M. Kemnitz COTET DY DESITY 11 9 PUSH P APHIC SOIL DESCIPTIO 4." POTLAD CEMET COCETE FILL: Sandy AVEL (CIDES); red to brown, dry to slightly damp FILL: Sandy AY; dark brown, stiff, damp THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO PUSH PUSH PUSH STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ Sandy AY; light brown to light grey, stiff, damp grey to brown, damp to moist efusal at 11 feet on LIMESTOE OTES: in FILL is from Cone Penetrometer. POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-42
81 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C7-C EQUIPMET TYPE: Simco EP 0 EXCAVATIO TYPE: 4" SSA FIELD EIEE: M. Kemnitz COTET DY DESITY APHIC SOIL DESCIPTIO 8 13 PUSH P- M." POTLAD CEMET COCETE FILL: Sandy AVEL (CIDES); with silt, red to brown, dry to slightly damp FILL: Sandy AY; dark brown, damp THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO. - - STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ ravelly, Sandy AY; light brown, slightly damp, ESIDUAL soil efusal at 3 feet on LIMESTOE OTES: is from Cone Penetrometer. POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-43
82 DATE DILLED: BOI O. C7-D EQUIPMET TYPE: CME LOCATIO: See Location Diagram EXCAVATIO TYPE: 7" HSA ELEVATIO: ot Determined FIELD EIEE: M. Kemnitz COTET DY DESITY APHIC SOIL DESCIPTIO " POTLAD CEMET COCETE >3 W Approximately 14" AEATE BASE COUSE; light brown to grey efusal at 2 feet on COCETE THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO. - - WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET OTES: is from Cone Penetrometer. POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-44
83 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C7-E EQUIPMET TYPE: CME EXCAVATIO TYPE: 7" HSA FIELD EIEE: M. Kemnitz COTET DY DESITY APHIC SOIL DESCIPTIO 9" POTLAD CEMET COCETE W Approximately 6" AEATE BASE COUSE; light brown to grey, damp Sandy AY; grey to brown, stiff to very stiff, damp THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO /7" 0/1" STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ gold to light brown, ESIDUAL soil hard, highly decomposed LIMESTOE, reduces to soil under hand pressure OTES: efusal at 13. feet on LIMESTOE POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-4
84 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C7-F EQUIPMET TYPE: CME EXCAVATIO TYPE: 7" HSA FIELD EIEE: M. Kemnitz COTET DY DESITY APHIC SOIL DESCIPTIO 9" POTLAD CEMET COCETE >3 W Approximately 6" AEATE BASE COUSE; light brown to grey, damp FILL: Sandy AY; dark brown, damp to moist THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ Silty AY; gold to light brown, stiff, damp, ESIDUAL soil with highly decomposed LIMESTOE lenses efusal at 6. feet on LIMESTOE OTES: in ABC is from Cone Penetrometer. POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-46
85 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C7- EQUIPMET TYPE: CME EXCAVATIO TYPE: 7" HSA FIELD EIEE: M. Kemnitz COTET DY DESITY APHIC SOIL DESCIPTIO FILL: Sandy AY; dark brown, damp THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO. - - STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET 1 WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ Sandy AY; with gravel, light brown, slightly damp OTES: Boring stopped at feet POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-47
86 DATE DILLED: BOI O. C7-H EQUIPMET TYPE: CME LOCATIO: See Location Diagram EXCAVATIO TYPE: 7" HSA ELEVATIO: ot Determined FIELD EIEE: M. Kemnitz COTET DY DESITY P W APHIC SOIL DESCIPTIO FILL: Sandy AVEL (CIDES); red to brown, dry to slightly damp AEATE BASE COUSE; brown to grey, slightly damp FILL: Sandy AY; dark brown, damp THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO. - - STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ Sandy AY; light brown, slightly damp to damp OTES: efusal at 8 feet POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-48
87 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C7-I EQUIPMET TYPE: CME EXCAVATIO TYPE: 7" HSA FIELD EIEE: M. Kemnitz COTET DY DESITY P W CH APHIC SOIL DESCIPTIO Sandy AVEL (CIDES); red to brown, dry to slightly damp AEATE BASE COUSE; grey to brown, slightly damp to damp FILL: AY; with sand, dark brown, damp THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO. - - STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ Sandy AY; light brown, slightly damp OTES: efusal at 9. feet POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-49
88 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C8-A EQUIPMET TYPE: Simco EP 0 EXCAVATIO TYPE: Sampler FIELD EIEE: C. Saline COTET DY DESITY APHIC SOIL DESCIPTIO SM " POTLAD CEMET COCETE FILL: Silty ravelly SAD (CIDES); red to brown, slightly damp PUSH CH Sandy Fat AY; dark brown, moist THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO PUSH STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ Sandy AY; trace gravel, light brown to gold, stiff, slightly damp efusal at 4 feet on LIMESTOE OTES: POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-0
89 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C8-B EQUIPMET TYPE: Simco EP 0 EXCAVATIO TYPE: Sampler FIELD EIEE: C. Saline COTET 21.2 DY DESITY 97 PUSH SM CH APHIC SOIL DESCIPTIO." POTLAD CEMET COCETE FILL: Silty ravelly SAD (CIDES); red to brown, slightly damp FILL: Sandy Fat AY; trace gravel, dark brown, damp THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ efusal at 3 feet on LIMESTOE OTES: POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-1
90 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C8-C EQUIPMET TYPE: Simco EP 0 EXCAVATIO TYPE: Sampler FIELD EIEE: C. Saline COTET DY DESITY SM APHIC SOIL DESCIPTIO " POTLAD CEMET COCETE FILL: Silty ravelly SAD (CIDES); red to brown, slightly damp PUSH CH Sandy Fat AY; dark brown, damp THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO PUSH STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ efusal at 4 feet on LIMESTOE OTES: POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-2
91 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C8-D EQUIPMET TYPE: CME EXCAVATIO TYPE: 7" HSA FIELD EIEE: C. Saline COTET DY DESITY APHIC SOIL DESCIPTIO 12" POTLAD CEMET COCETE W Approximately 12" AEATE BASE COUSE; light brown to grey Sandy AY; trace gravel, light brown to gold, stiff, slightly damp to damp THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO /0" STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ efusal at feet on LIMESTOE OTES: POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-3
92 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C8-E EQUIPMET TYPE: CME EXCAVATIO TYPE: 7" HSA FIELD EIEE: C. Saline COTET DY DESITY APHIC SOIL DESCIPTIO " POTLAD CEMET COCETE W SC Approximately 8" AEATE BASE COUSE; light brown to grey Clayey SAD; some gravel, dark brown to black, medium dense, slightly damp to damp THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO /0" STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ Sandy AY; trace gravel, light brown to gold, very stiff, slightly damp to damp OTES: efusal at 9 feet on LIMESTOE POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-4
93 DATE DILLED: LOCATIO: See Location Diagram ELEVATIO: ot Determined BOI O. C8-F EQUIPMET TYPE: CME EXCAVATIO TYPE: 7" HSA FIELD EIEE: C. Saline THIS SUMMAY APPLIES OLY AT THIS LOCATIO AD AT THE TIME OF LOI. CODITIOS MAY DIFFE AT OTHE LOCATIOS AD MAY CHAE AT THIS LOCATIO WITH TIME. DATA PESETED IS A SIMPLIFICATIO. COTET - - DY DESITY 0/0" W CH APHIC STADAD PEETATIO TEST I COE: %ECOVEY/QD AB BUCKET WESTE TECHOLOIES IC East Broadway oad Phoenix, AZ SOIL DESCIPTIO 9" POTLAD CEMET COCETE Approximately 9" AEATE BASE COUSE; light brown to grey Fat AY; with sand, dark brown to black, stiff, slightly damp to damp Sandy AY; trace gravel, light brown to gold, very stiff to hard, slightly damp efusal at 4 feet on LIMESTOE OTES: POJECT: ILOO MODIFICATIOS POJECT O.: 224JK132 BOI LO A-
GEOTECHNICAL SUBSURFACE EXPLORATION DATA REPORT
GEOTECHNICAL SUBSURFACE EXPLORATION DATA REPORT Traffic Signal Pole Foundations River Road at Huguenot Road City of Richmond and Henrico County, Virginia Schnabel Reference No. 15613005 January 30, 2015
More informationA B C D E F G H SEE NOTE 1 EL (MIN.) 2 NEW UNCOMPACTED EL. VARIES EARTH EMBANKMENT 3 (MIN.) TYPICAL SECTION EMBANKMENT AND BORROW 6 (MIN.
BORROW AS NECESSARY TO CONSTRUCT RIVERWARD SEE NOTE EL.. (MIN.) (MIN.) NEW UNCOMPACTED EL. EARTH C L C C C TYPICAL SECTION AND BORROW NO SCALE. CDF FLAT POOL EL.. JULJRP/REH AS CONSTRUCTED Approved Description
More informationINDEX PAGE RELEASE SECTION NUMBER DATE
INSTALLATION INSTRUCTIONS For Wind Zone 1 (other Wind Zones available on request) Version 11/20/2002 INDEX PAGE RELEASE SECTION NUMBER DATE Approval INTRODUCTION 2 2/26/2001 GENERAL INSTALLATION 3 2/26/2001
More informationModule 9 Lecture 35 to 40 DRILLED-SHAFT AND CAISSON FOUNDATIONS
Topics Module 9 Lecture 35 to 40 DRILLED-SHAFT AND CAISSON FOUNDATIONS 35.1 INTRODUCTION 35.2 DRILLED SHAFTS 35.3 TYPES OF DRILLED SHAFTS 35.4 CONSTRUCTION PROCEDURES Use of Casings and Drilling Mud Inspection
More informationTechnologies, Inc. Installation Instructions for Anchors & Components. Rev PAGE 1 / 11
Installation Instructions for Anchors & Components PAGE 1 / 11 GROUND ANCHOR INSTALLATION INSTRUCTIONS NOTE: 1) The tensioning bolt can be inserted in the head from either side. 2) In areas of severe cold
More informationB CIVILTECH SOFTWARE LOG OF BORING. RIVERFROT COMDOM Project No. EVERETT, WASHINGTON. Plate
B-1-1999 Type Remark here Remarks Moisture (%) Dry Density 2 3 Blow Counts Sample Type Water Table Surface Elevation: 4 Boring Date: 11/2/99 Boring Location: West Side of Building Drilling Method: Auger
More informationGEOLOGICAL INVESTIGATIONS
GEOLOGICAL INVESTIGATIONS Aggregate Investigation Greenwood Aggregates Company Limited Part Lots 30 to 32, Concession 4, E.H.S. Town of Mono County of Dufferin Box #122, 38 Alpine Drive, Moonstone, Ontario,
More informationtransmit foundation loads
PILES Long, slender members that transmit foundation loads through soil strata of low bearing capacity or through water to deeper soil or rock strata having a high bearing capacity. End bearing piles End
More informationWith time, the evolution of anchors have led to different designs More than one anchor type may be suitable for a particular purpose Thus there are
Supreme range of Soil & rock anchors Introduction Used to anchor into concrete, masonry, stone With time, the evolution of anchors have led to different designs More than one anchor type may be suitable
More informationSECTION MANHOLES
SECTION 33 05 13 MANHOLES PART 1 GENERAL 1.01 SECTION INCLUDES A. CONTRACTOR shall furnish and install precast concrete manhole base, sections, adjusting rings, steps, and manhole ring and cover, complete.
More informationComparing Guided Auger Boring Techniques under Challenging Conditions
North American Society for Trenchless Technology (NASTT) NASTT s 2014 No-Dig Show Orlando, Florida April 13-17, 2014 TM1-T4-02 Comparing Guided Auger Boring Techniques under Challenging Conditions Matthew
More informationAppendix B Drilling Methods
Appendix B Drilling Methods B-1. Introduction A brief discussion of available drilling methods is included below. It is not the intent of this manual to include a detailed description of these methods.
More informationVIBRATIONAL TESTING OF A FULL-SCALE PILE GROUP IN SOFT CLAY
VIBRATIONAL TESTING OF A FULL-SCALE PILE GROUP IN SOFT CLAY Marvin W HALLING 1, Kevin C WOMACK 2, Ikhsan MUHAMMAD 3 And Kyle M ROLLINS 4 SUMMARY A 3 x 3 pile group and pile cap were constructed in a soft
More informationFOUNDATION AUGERS. FOR USE ON THE FOLLOWING CARRIES Foundation Drill Rigs
FOR USE ON THE FOLLOWING CARRIES Foundation Drill Rigs PENGO AUGER SOIL CHART Pengo has developed the chart below to help you decide which auger will be best suited for your project. The above triangles
More informationModule 5 : Design of Deep Foundations. Lecture 20 : Introduction [ Section 20.1 : Introduction ]
Lecture 20 : Introduction [ Section 20.1 : Introduction ] Objectives In this section you will learn the following Introduction Lecture 20 : Introduction [ Section 20.1 : Introduction ] INTRODUCTION The
More informationSELF-ALIGNING PLASTIC INCLINOMETER CASING IN BOREHOLES. Model GEO-LOK. Roctest Limited, All rights reserved.
INSTRUCTION MANUAL SELF-ALIGNING PLASTIC INCLINOMETER CASING IN BOREHOLES Model Roctest Limited, 2013. All rights reserved. This product should be installed and operated only by qualified personnel. Its
More informationComparison of the Behavior for Free Standing Pile Group and Piles of Piled Raft
Engineering and Technology Journal Vol. 36, Part A, No.4, 218 DOI: http://dx.doi.org/1.3684/etj.36.4a.3 Awf A. Al-Kaisi Building & Const. Eng. Dept. University of Technology, Baghdad, Iraq Comparison of
More informationThis document downloaded from vulcanhammer.net vulcanhammer.info Chet Aero Marine
This document downloaded from vulcanhammer.net vulcanhammer.info Chet Aero Marine Don t forget to visit our companion site http://www.vulcanhammer.org Use subject to the terms and conditions of the respective
More informationBi-partite gouge auger model P
Bi-partite gouge auger model P Manual Meet the difference Eijkelkamp Soil & Water Nijverheidsstraat 30, 6987 EM Giesbeek, the Netherlands T +31 313 880 200 E info@eijkelkamp.com I www.eijkelkamp.com 2018-07
More informationGeopier Foundation Company, Inc.
Geopier Foundation Company, Inc. 800.371.7470 www.geopier.com 4_2006 g e o p i e r f o u n d a t i o n c o i n c t e c h n i c a l b u l l e t i n N o. 9 v i b r a t i o n a n d n o i s e l e v e l s Construction
More informationFoundation Specifications
Installation Instructions Bulletin 237746 Foundation Specifications for High-Wind 4.5-Meter Earth Station Antennas Revision C 1.0 INTRODUCTION 1.1 This document specifies typical foundation characteristics,
More informationGeoprobe Macro-Core MC inch Light-Weight Center Rod Soil Sampling System
Geoprobe Macro-Core MC5 1.25-inch Light-Weight Center Rod Soil Sampling System Standard Operating Procedure Technical Bulletin No. MK3139 PREPARED: January, 2011 A. B. C. D. E. A. Assembled MC5 Sampler
More informationFailure Mode of Mud Anchors or Gumbo, It s Not Just For Food Anymore
Failure Mode of Mud Anchors or Gumbo, It s Not Just For Food Anymore Presented by: Scott Blackburn Failure Mode of Mud Anchors or Gumbo, It s Not Just For Food Anymore Developed by Michael Dunn Presented
More informationGuidelines to install products with HDD.
On grade drilling!!! Guidelines to install products with high precision on grade using HDD. Challenges step by step Soil conditions A drillhead is always looking for the path of least resistance Soil with
More informationFoundation Specifications for 5.6-Meter Modular Earth Station Antennas
Installation Instructions Bulletin 237029 Foundation Specifications for 5.6-Meter Modular Earth Station Antennas Revision A Introduction This document specifies typical foundation characteristics, designs,
More informationFoundation Specifications for 7.6-Meter Modular Earth Station Antennas
Installation Instructions Foundation Specifications for 7.6-Meter Modular Earth Station Antennas Bulletin 237186A Revision A Introduction This document specifies typical foundation characteristics, designs,
More informationRecording Guide. Please use black ink and write nice and clearly: the information gets photocopied and needs to be clear
Recording Guide Accurate and thorough recording is crucial in archaeology because the process of excavation is destructive. We cannot recover missed information once a test pit has been finished. Archaeologists
More informationOEEP lesl l~ell I GREENWOOD, DELAWARE
Public Access Copy DO NOT REMOVE from room 208. UNIVERSITY OF D~lAWA~E DtlAWARE GEOlO,G leat SURVEY REPORT OF INVESTJGATlONS No, 23 CRETACEOUS AND TERTIARV SECr[ON~ OEEP lesl l~ell I GREENWOOD, DELAWARE
More informationSECTION PRECAST CONCRETE SECTIONAL MANHOLES
SECTION 02545 PRECAST CONCRETE SECTIONAL MANHOLES PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Precast reinforced concrete cylindrical sectional manholes, complete with openings, inserts, hardware,
More informationNALYSIS OF STABILIZING SLOPES USING VERTICAL PILES
NALYSIS OF STABILIZING SLOPES USING VERTICAL PILES Mahmoud S. Abdelbaki: Lecturer, Gehan E. Abdelrahman: Lecturer, Youssef G. Youssef :Assis.Lecturer, Civil Eng. Dep., Faculty of Eng., Cairo University,
More informationGeoprobe DT22 Dual Tube Soil Sampling System Continuous Core Soil Sampler
Geoprobe DT22 Dual Tube Soil Sampling System Continuous Core Soil Sampler Standard Operating Procedure Technical Bulletin No. MK3140 PREPARED: November, 2006 REVISED: January, 2013 A. B. C. A. Assembled
More informationParametric Study on Piled Raft Foundation in Sand Using Numerical Modelling
Parametric Study on Piled Raft Foundation in Using Numerical Modelling Author Oh, Erwin, Bui, Quan-Minh, Surarak, Chanaton, Adamec, Richard, Balasubramaniam, Bala Published 28 Conference Title Futures
More informationCONTINUOUS SAMPLING SYSTEMS
For over 0 years, Mobile s OVERSHOT WIRELINE CONTINUOUS SAMPLING SYSTEM has been recognized as the leading method for obtaining continuous samples while drilling in cohesive soils - fast, effective, hollow
More informationTest Pitting Guide. Contents: What is a test pit? Why do we use test pitting in archaeology? How do we do it? Big Heritage
Test Pitting Guide Contents: What is a test pit? Why do we use test pitting in archaeology? How do we do it? 1 What is a test pit? A test-pit is a small trench, usually 1x1m, excavated to the natural geology.
More informationManual. Pile Design [NEN method]
Manual Pile Design [NEN method] The information contained in this document is subject to modification without prior notice. No part of this document may be reproduced, transmitted or stored in a data retrieval
More informationAUGER TOOLS. www. .com MINERAL EXPLORATION ENVIRONMENTAL GEOTECHNICAL GEOTHERMAL ROTARY SONIC HDD
AUGER TOOLS MINERAL EXPLORATION ENVIRONMENTAL GEOTECHNICAL GEOTHERMAL ROTARY SONIC HDD www..com AUGER TOOLS TABLE OF CONTENTS AUGER OVERVIEW... 3 HOLLOW STEM AUGERS... 4-12 2 1/4" Hollow Stem Augers...
More informationSoils for civil engineering purposes
BRITISH STANDARD BS 1377-4: 1990 Incorporating Amendments Nos. 1 and 2 Methods of test for Soils for civil engineering purposes Part 4: Compaction-related tests UDC 624.131.3:631.4:[620.1:624.138] This
More informationAppendix C7. Geotechnical Assessment Report
Appendix C7 Geotechnical Assessment Report a Old Main Road, Judges Walk, Kloof, Kwazulu-Natal, South Africa, 6 PO Box 89, Gillitts, 6, South Africa Tel: +7 () 76 7 Fax: +7 () 76 7 Web: www.gcs-sa.biz Geotechnical
More informationOptimum Design of Nailed Soil Wall
INDIAN GEOTECHNICAL SOCIETY CHENNAI CHAPTER Optimum Design of Nailed Soil Wall M. Muthukumar 1 and K. Premalatha 1 ABSTRACT: Nailed wall is used to support both temporary and permanent structures. The
More informationHelical Pier Frequently Asked Questions
Helical Pier Basics Q: What is a Helical Pier? A: A helical pier or pile is an extendable deep foundation system with helical bearing plates welded to a central steel shaft. Load is transferred from the
More informationThe Basics of Screening
The Basics of Screening Joe Schlabach, VP of Marketing & Sales WHAT IS A VIBRATING SCREEN? 1 WHAT IS A VIBRATING SCREEN? A machine tool to separate aggregates by particle size by means of an exciting force
More informationMANHOLES PART I: GENERAL. A. Precast Concrete Manholes
MANHOLES PART I: GENERAL A. Precast Concrete Manholes 1) Manholes shall be made of precast concrete sections of which the top section shall be eccentric or flat slab top. The bottom section shall be a
More informationCopyright 2011 Boart Longyear. All rights reserved. TRUSONIC SAMPLES
TRUSONIC SAMPLES OUR RIGS. OUR TOOLS. OUR PEOPLE. THE COMPLETE SONIC DRILLING SYSTEM What is TRUSONIC? TRUSONIC is the premier Sonic drilling system, designed and engineered by Boart Longyear to achieve
More informationHeartland Perma-Column 1841 E 1450 Rd. Lawrence, KS (785)
141 E 1450 Rd. Lawrence, KS 66044 (75) 594-5696 Perma-Column Installation Instructions i Unlike any other concrete post-frame foundation system, Perma-Column Precast Concrete Piers use 10,000 psi concrete
More informationLimit Equilibrium including Shear Capacity for Launched Soil Nails. Matthew Birchmier, P.E.
Limit Equilibrium including Shear Capacity for Launched Soil Nails Matthew Birchmier, P.E. The Soil Nail Launcher Declassified British Military Cannon modified to Launch Soil Nails War on shallow landslides
More informationCVO/169897A OCTOBER 29, GROUT
SECTION 03600 GROUT PART 1 GENERAL 1.1 REFERENCES A. The following is a list of standards which may be referenced in this section: 1.2 SUBMITTALS 1. ASTM International (ASTM): a. C230, Standard Specification
More informationExperimental Study on Pile Groups Settlement and Efficiency in Cohesionless Soil
Experimental Study on Pile Groups Settlement and Efficiency in Cohesionless Soil Elsamny, M.K. 1, Ibrahim, M.A. 2, Gad S.A. 3 and Abd-Mageed, M.F. 4 1, 2, 3 & 4- Civil Engineering Department Faculty of
More information7. Consider the following common offset gather collected with GPR.
Questions: GPR 1. Which of the following statements is incorrect when considering skin depth in GPR a. Skin depth is the distance at which the signal amplitude has decreased by a factor of 1/e b. Skin
More informationSTEPS and Stages of the Clay
STEPS and Stages of the Clay Slip - Clay that is watered down - smooth and runny. It attaches handles and decorations.. Wedging Used for eliminating lumps and air bubbles, drying the clay. Wedging makes
More informationQUANTITY SURVEYS. Introduction
QUANTITY SURVEYS Introduction In engineering surveying, we often consider a route (road, sewer pipeline, channel, etc.) from three distinct perspectives. The plan view of route location is the same as
More informationScienceDirect. Stabilization of Clay with Waste Soda Lime Glass Powder
Available online at www.sciencedirect.com ScienceDirect Procedia Engineering 161 (2016 ) 600 605 World Multidisciplinary Civil Engineering-Architecture-Urban Planning Symposium 2016, WMCAUS 2016 Stabilization
More informationSKIN FRICTION OF PILES COATED WITH BITUMINOUS COATS Makarand G. Khare 1 and Shailesh R. Gandhi 2
SKIN FRICTION OF PILES COATED WITH BITUMINOUS COATS Makarand G. Khare 1 and Shailesh R. Gandhi 2 1 Ph.D Student, Dept. of Civil Engineering, Indian Institute of Tech. Madras, Chennai, India-600036 Email:
More information1. Architectural precast concrete cladding units.
SECTION 034500 - PRECAST ARCHITECTURAL CONCRETE PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Architectural precast concrete cladding units. 1.2 DEFINITION A. Design Reference
More informationBlock Foundation. From the 1950s through the 80s. Hydraulically driven. piers provide bearing. for a settling foundation
RESCUING FIXING A A Block Foundation Hydraulically driven piers provide bearing for a settling foundation From the 1950s through the 80s before poured concrete became the norm many homes in northern New
More informationBritish Columbia Carpenter Apprenticeship Program
British Columbia Carpenter Apprenticeship Program Level 2 Line G Competency G-8 Use Pile Foundations and Shoring 7960003564 Ordering Crown Publications, Queen s Printer PO Box 9452 Stn Prov Govt 563 Superior
More informationSynopsis. Civil Engineering Construction Chapter 3 TYPES OF FOUNDATIONS 7/22/2011. Deep Foundation. 1. Shallow foundations. 2.
Synopsis Civil Engineering Construction Chapter 3 Introduction to substructure: foundation and piles. Deep Foundation Dr Mohamad Syazli Fathi Department of Civil Engineering UTM RAZAK School of Engineering
More informationAppendix C Construction Details
7172 Kennedy Road Warrenton, Virginia 20187 Appendix C Construction Details November 2017 TABLE OF CONTENTS THRUST BLOCKS Anchorage for 11 1/4 o, 22 1/2 o & 45 o Upper Vertical Bends... AV 01 Buttresses
More informationDouble rotary drilling
Double rotary drilling The ideal drilling machine for double rotary drilling 1 basic machine 1 drive 3 drilling methods Flushing head Sliding cylinder for relative adjustment Gear I Gear II Sheave head
More informationBiomass Briquette Mold
Biomass Briquette Mold Drawings and Assembly Compendium Round, Square, Stick, Cube & Chunk By Lee Hite and Dr. Zan Smith Published March 2012 Updated 8/3/2017 All Rights Reserved www.leehite.org Page 1
More informationForming and Shoring Product Selector
Forming and Shoring Product Selector Including RedForm LVL and RedForm-I65, I90, and I90H s Lightweight for Fast Installation Resists Bowing, Twisting, and Shrinking Available in Long Lengths Uniform and
More informationSELF-ALIGNING PLASTIC INCLINOMETER CASING IN BOREHOLES. Model GEO-LOK. Roctest Limited, All rights reserved.
INSTRUCTION MANUAL SELF-ALIGNING PLASTIC INCLINOMETER CASING IN BOREHOLES Model GEO-LOK Roctest Limited, 2013. 2017 All rights reserved. This product should be installed and operated only by qualified
More information1. INTRODUCTION 2. REFERENCE SPECIFICATIONS. Page -1- Bonding and Grouting
Page -1-1. INTRODUCTION 1.1 Scope This specification covers non-shrink and epoxy grouting of structural column base plates and equipment bases, Portland cement grout for minor elements and bonding agents
More informationCONSTRUCTION SPECIFICATION FOR PRECAST REINFORCED CONCRETE BOX CULVERTS AND BOX SEWERS
ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 422 MAY 1993 CONSTRUCTION SPECIFICATION FOR PRECAST REINFORCED CONCRETE BOX CULVERTS AND BOX SEWERS 422.01 SCOPE 422.02 REFERENCES 422.03 DEFINITIONS
More informationDEEP FOUNDATIONS PILES
DEEP FOUNDATIONS PILES Pile foundation used to support structure when poor quality soil bearing capacity failure excessive settlement piles END BEARING PILES SKIN FRICTION PILES End bearing pile rests
More informationSECTION MANHOLES
SECTION 02601 MANHOLES PART 1 GENERAL 1.01 SCOPE OF WORK A. WORK required under this section consists of all materials, accessories, equipment, tools, and labor required to install precast concrete standard
More informationModule 6 : Design of Retaining Structures. Lecture 30 : Dewatering [ Section 30.1 : Introduction ]
Lecture 30 : Dewatering [ Section 30.1 : Introduction ] Objectives In this section you will learn the following Introduction Lecture 30 : Dewatering [ Section 30.1 : Introduction ] Introduction Dewatering
More informationBENEFITS SOIL CORE SAMPLERS P1.04. Soil core samplers (gouges)
After a sample has been taken with the gouge auger, it is pulled up using the push-/pull handle. Hand-operated equipment can be applied for soil research up to a depth of 5 to 10 meter. In this product
More informationaccidents which arise due to nonobservance and the safety information herein. SPECIFICATIONS
7 TON ELECTRIC LOG SPLITTER Model: 05620 CALIFORNIA PROPOSITION 65 WARNING: You can create dust when you cut, sand, drill or grind materials such as wood, paint, metal, concrete, cement, or other masonry.
More informationSharewell, LP. LoTorque Hole Opener
Sharewell, LP LoTorque Hole Opener User Operating Manual Operating Procedures, Installation, and Maintenance Guide Office: 713-983-9818 Fax: 713-983-9820 Hole Opening Planning and Procedures Proper planning
More informationAttached please find a Provisional Special Provision and use guidelines for incorporating crushed glass in highway embankment construction projects.
DATE: August 5, 2002 400-02-02 SUBJECT: Provisional Special Provision Embankments Incorporating Crushed Glass TO: DISTRICT ENGINEERS/ADMINISTRATOR FROM: Gary L. Hoffman, P.E. Chief Engineer Highway Administration
More informationEuropean Thick Mud. How to use Weathering Effects
Art. 7.807 (40 ml) - 26.807 (200 ml) European Thick Mud Mud with traces of vegetation, a dark brown color most commonly observed in central European terrain and in humid areas of Mediterranean countries.
More informationPRO CYC PRO CYC, INC. SYSTEM SUPER 3EZ
ASSEMBLY INSTRUCTIONS SYSTEM SUPER 3 EZ Congratulations on your decision to use the world s most advanced and user-friendly cyclorama system. We have taken a great deal of care to create and ship your
More informationHDD Training. HDD Construction Process. Mark Miller, PE Jon Robison, PE
HDD Training HDD Construction Process Mark Miller, PE Jon Robison, PE What is HDD Horizontal Directional Drilling (HDD) is meant to be a convenient method of installing utilities beneath sensitive areas
More informationGround Improvement Prof. G. L. Sivakumar Babu Department of Civil Engineering Indian Institute of Science, Bangalore. Lecture No.
Ground Improvement Prof. G. L. Sivakumar Babu Department of Civil Engineering Indian Institute of Science, Bangalore Lecture No. # 33 Soil Nailing So, what I do is, now I talk about soil nail wall. This
More information> Installation Instructions
SmarterFence BY BEDFORD TECHNOLOGY > Installation Instructions BEFORE YOU START > Check to see if a permit is needed in your area. > Check with your local utility companies to locate any underground utilities.
More informationPost & Rail. Includes: Crossbuck, 2-Rail, 3-Rail and 4-Rail POST SUPPORT OPTIONS
Post & Rail Includes: Crossbuck, 2-Rail, 3-Rail and 4-Rail STAGGER RAIL ENDS FOR GREATER STRENGTH ALLOW 1-1/2" GAP ON HINGE SIDE OF GATE AND 1-1/4" ON LATCH SIDE OF GATE HARDWARE DIG HOLES 30" MINIMUM
More informationTRENCHLESS CONSTRUCTION METHODOLOGIES
TRENCHLESS CONSTRUCTION METHODOLOGIES Paragraph 2 of the Administrative Order issued by the Pennsylvania Department of Environmental Protection on January 3, 2018, to Sunoco Pipeline, L.P., ( Sunoco )
More informationCONSOLIDATION OF SOIL FOR FOUNDATION BY USING SAND DRAINS
CONSOLIDATION OF SOIL FOR FOUNDATION BY USING SAND DRAINS BY ENGR. S.M.H. KIRMANI Rashid Engineering (Consultant) Riyadh, Saudi Arabia Email: smhkirmani@hotmail.com ABSTRACT This paper describes the advantage
More informationSTABILITY. SECURITY. INTEGRITY.
MODEL 150 HELICAL ANCHOR SYSTEM PN #MBHAT STABILITY. SECURITY. INTEGRITY. 150 Helical Anchor System About Foundation Supportworks is a network of the most experienced and knowledgeable foundation repair
More informationDewatering. Deep Wells Vacuum Wellpoints Eductor Wells Artesian Conditions System Design Water Treatment.
Dewatering Deep Wells Vacuum Wellpoints Eductor Wells Artesian Conditions System Design Water Treatment www.malcolmdrilling.com Deep Wells Vacuum Wellpoints Eductor Wells Artesian Conditions System Design
More informationSPECIFICATIONS FOR THE MANUFACTURE AND DESIGN OF PRECAST THREE SIDED ARCH STRUCTURES, WINGWALLS AND HEADWALLS
SPECIFICATIONS FOR THE MANUFACTURE AND DESIGN OF PRECAST THREE SIDED ARCH STRUCTURES, WINGWALLS AND HEADWALLS 1. DESCRIPTION THESE SPECIFICATIONS ARE FOR A PRECAST THREE SIDED ARCH STRUCTURE, HEADWALLS
More informationThe properties that are generally required in molding materials are:
Molding Sand Molding sands may be of two types namely natural or synthetic. Natural molding sands contain sufficient binder. Whereas synthetic molding sands are prepared artificially using basic sand molding
More informationSEA SELF DRILLING, THREADED, HOLLOW BAR / GROUT-ABLE SOIL NAILS / ANCHORS
SEA SELF DRILLING, THREADED, HOLLOW BAR / GROUT-ABLE SOIL NAILS / ANCHORS THE SEA SYSTEM SEA hollow T threaded bar Rock Anchors / Soil Nails provide the ultimate solution for securing unstable embankments
More informationInvestigation of the Behavior of Piled Raft Foundations in Sand by Numerical Modeling
Investigation of the Behavior of Piled Raft Foundations in Sand by Numerical Modeling Author Oh, Erwin, Bui, Quan-Minh, Surarak, Chanaton, Balasubramaniam, Bala Published 29 Conference Title Proceedings
More informationpeat sampler All it takes for environmental research operating instructions Table of contents
peat sampler operating instructions Table of contents On these operating instructions...2. Description...2. Peat sampler...2.2 Edelman auger, combination type...3.3 Attachments...3 2. Safety instructions...3
More informationVILLAGE OF VILLA PARK CENTRAL BOULEVARD IMPROVEMENTS LOCATION MAP (NOT TO SCALE) CORTESI AVE. MYRTLE AVE. CENTRAL BLVD.
Q:\VillaPark_IL\11283000 Astor-Myrtle Sewer Separation Preliminary Design\D.4 CAD\Sheets\North\1. Cover.dwg INDEX OF SHEETS 1 COVER 2 GENERAL NOTES 3 SUMMARY OF QUANTITIES 4 ALIGNMENT 5-9 DRAINAGE AND
More informationINSTALLATION INSTRUCTIONS for EVERROCK SKIRTING
INSTALLATION INSTRUCTIONS for EVERROCK SKIRTING EVERLOCK SYSTEMS, INC. (ESI) has provided these suggested instructions as installation guidelines. ESI; however, neither installs the panels nor has any
More informationInstalling a COMROD AS1R Whip Antenna with Anchor Post
Installing a COMROD AS1R Whip Antenna with Anchor Post IS10012 Issue 1.0...15 September 2010 Nautel Limited 10089 Peggy's Cove Road, Hackett's Cove, NS, Canada B3Z 3J4 T.877 6 nautel (628835) or +1.902.823.2233
More informationCERAMIC TERMS & INFORMATION Ceramics 1 & 2 Waverly-Shell Rock Sr. High School Mr. Adelmund
Name CERAMIC TERMS & INFORMATION Ceramics 1 & 2 Waverly-Shell Rock Sr. High School Mr. Adelmund Bat: A disk or slab of plaster, wood or plastic on which pottery is formed or dried. Bisque: Pottery that
More informationCurriculum Vitae: Academic and Practical Experience. Married and have four children
Curriculum Vitae: Academic and Practical Experience 1- Personality data: Name Abdel-Aziz Ahmed Ali Hassan Date of Birth 28/7/1964 Position Status Address Tel. Associate professor Married and have four
More informationFigure 11 Flange Adapter and Back-Up Ring
Flange Adapters Standard back-up rings are Standard back-up rings are convoluted ductile iron with AWWA C207 150 lb drilling. One edge of the back-up ring bore must be radiused or chamfered. This edge
More informationCUTTING THE PIPE: BLUE DUCT Pipe can be easily cut using a Circular Saw or Reciprocal Saw. Trim all edges as necessary.
Installation Instructions In the past it has been IMPOSSIBLE to install an air and water tight underground system. BLUE DUCT (AKDUCT ) has produced a user friendly system that will reduce the amount of
More informationChapter 3¾Examination and Description of Soils SOIL SURVEY MANUAL 73. Soil Color
Chapter 3¾Examination and Description of Soils SOIL SURVEY MANUAL 73 Soil Color Elements of soil color descriptions are the color name, the Munsell notation, the water state, and the physical state: "brown
More informationSoil drilling and sampling
Soil drilling and sampling Soil drilling and sampling permits an insight into the structure of the soil. The horizontalisation of the soil, which already provides information on internal soil processes
More information100% SUBMITTAL 1 TITLE SHEET & INDEX
HUDSON STATE MA SHEET TOTAL FED. AID PROJ. NO. NO. SHEETS 1 55 PROJECT FILE NO. 604732 TITLE SHEET & INDEX 01TITLE SHEET.DWG Plotted on 26Aug15 11:03 AM THE MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS
More informationCITY OF PITTSBURG ENGINEERING DEPARTMENT CONTRACT NO A WATER TREATEMENT PLANT CAPITAL IMPROVEMENTS PHASE 1A ADDENDUM #1 FENCE AND DITCH AUGUST
CITY OF PITTSBURG ENGINEERING DEPARTMENT CONTRACT NO. 2012-16A WATER TREATEMENT PLANT CAPITAL IMPROVEMENTS PHASE 1A ADDENDUM #1 FENCE AND DITCH AUGUST 2014 CHAIN LINK FENCE SPECIFICATIONS Chain link fence,
More informationStormTrap Guide Specification. StormTrap SingleTrap on Pad Foundation Groundwater BELOW Invert Revised 11/21/18
StormTrap Guide Specification StormTrap SingleTrap on Pad Foundation Groundwater BELOW Invert Revised 11/21/18 This product guide specification is written according to the Construction Specifications Institute
More informationBENEFITS HAND-OPERATED BAILER BORING EQUIPMENT P SA Hand operated bailer boring set
In less-cohesive soils, below the groundwater level, a bailer and synthetic casing tubes can be used. For ergonomic reasons a casing tube platform is used. For drilling into the ground and taking soil
More informationSPECIFICATIONS FOR THE INSTALLATION OF CONDUIT SYSTEMS IN RESIDENTIAL SUBDIVISIONS. Notification of Completed Conduit Sections
SPECIFICATIONS FOR THE INSTALLATION OF CONDUIT SYSTEMS IN RESIDENTIAL SUBDIVISIONS Section 1 Definitions 2 Scope of Work 3 Extent of Work 4 Inspection and Performance of Work 5 Trenching 6 Duct Installation
More informationHORIZONTAL BORING GRUNDOMAT PNEUMATIC PIERCING TOOL DO IT RIGHT THE FIRST TIME
GRUNDOMAT PNEUMATIC PIERCING TOOL HORIZONTAL BORING DO IT RIGHT THE FIRST TIME Superior accuracy puts the Grundomat piercing tool in a class by itself. The Grundomat performs accurate horizontal bores
More information