DK00430 50718.3.1-BRIDGE 000343 ON SR 1606 (DOUBLE SPRINGS CHURCH ROAD) OVER CRANBERRY CREEK IN ASHE COUNTY

8400-BH:ECNEREFER
COUNTY
PROJECT DESCRIPTION
81705:TCEJORP
STATE STATE PROJECT REFERENCE NO. SH N E O ET . S T H O E T E A T L S
STATE OF NORTH CAROLINA N.C. 1
HB-0048
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
CAUTION NOTICE
CONTENTS GEOTECHNICAL ENGINEERING UNIT
THE SUBSURFACE INFORMATION AND THE SUBSURFACE INVESTIGATION ON WHICH IT IS BASED WERE
SHEET NO. DESCRIPTION MADE FOR THE PURPOSE OF STUDY, PLANNING AND DESIGN, AND NOT FOR CONSTRUCTION OR PAY
PURPOSES. THE VARIOUS FIELD BORING LOGS, ROCK CORES AND SOIL TEST DATA AVAILABLE MAY
1 TITLE SHEET STRUCTURE G BE E O R T E E V C IE H W N E IC D A O L R E I N N G S I P N E E C E T R E I D N G IN U R N A IT L E A IG T H (9 B 19 Y ) 7 C 0 O 7 N -6 T 8 A 50 C . T T IN H G E T S H U E B S N U . R C F . A DE C P E A P R L T A M N E S N A T N O D F R T E R P A O N R S T P S O , R FI T E A L T D ION,
2 LEGEND (SOIL & ROCK) BORING LOGS, ROCK CORES AND SOIL TEST DATA ARE NOT PART OF THE CONTRACT.
2A SUPPLEMENTAL LEGEND (GSI)
GENERAL SOIL AND ROCK STRATA DESCRIPTIONS AND INDICATED BOUNDARIES ARE BASED ON A
3 SITE PLAN SUBSURFACE INVESTIGATION GEOTECHNICAL INTERPRETATION OF ALL AVAILABLE SUBSURFACE DATA AND MAY NOT NECESSARILY
REFLECT THE ACTUAL SUBSURFACE CONDITIONS BETWEEN BORINGS OR BETWEEN SAMPLED STRATA
4-11 BORE LOG(S) & CORE REPORT(S) WITH WITHIN THE BOREHOLE. THE LABORATORY SAMPLE DATA AND THE IN SITU (IN-PLACE) TEST DATA
CORE PHOTOGRAPHS CAN BE RELIED ON ONLY TO THE DEGREE OF RELIABILITY INHERENT IN THE STANDARD TEST METHOD.
THE OBSERVED WATER LEVELS OR SOIL MOISTURE CONDITIONS INDICATED IN THE SUBSURFACE
12 SITE PHOTOGRAPH(S) INVESTIGATIONS ARE AS RECORDED AT THE TIME OF THE INVESTIGATION. THESE WATER LEVELS OR
ASHE SOIL MOISTURE CONDITIONS MAY VARY CONSIDERABLY WITH TIME ACCORDING TO CLIMATIC CONDITIONS
INCLUDING TEMPERATURES, PRECIPITATION AND WIND, AS WELL AS OTHER NON-CLIMATIC FACTORS.
BRIDGE 343 ON SR 1606
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(DOUBLE SPRINGS CHURCH ROAD) OVER AND CONSTRUCTION PURPOSES, REFER TO THE CONSTRUCTION PLANS AND DOCUMENTS FOR FINAL
DESIGN INFORMATION ON THIS PROJECT. THE DEPARTMENT DOES NOT WARRANT OR GUARANTEE THE
SUFFICIENCY OR ACCURACY OF THE INVESTIGATION MADE, NOR THE INTERPRETATIONS MADE, OR
CRANBERRY CREEK OPINION OF THE DEPARTMENT AS TO THE TYPE OF MATERIALS AND CONDITIONS TO BE ENCOUNTERED.
THE BIDDER OR CONTRACTOR IS CAUTIONED TO MAKE SUCH INDEPENDENT SUBSURFACE INVESTIGATIONS
AS HE DEEMS NECESSARY TO SATISFY HIMSELF AS TO CONDITIONS TO BE ENCOUNTERED ON THE
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THE SITE DIFFERING FROM THOSE INDICATED IN THE SUBSURFACE INFORMATION.
NOTES:
1. THE INFORMATION CONTAINED HEREIN IS NOT IMPLIED OR GUARANTEED BY THE N. C. DEPARTMENT
OF TRANSPORTATION AS ACCURATE NOR IS IT CONSIDERED PART OF THE PLANS, SPECIFICATIONS
OR CONTRACT FOR THE PROJECT.
2. BY HAVING REQUESTED THIS INFORMATION, THE CONTRACTOR SPECIFICALLY WAIVES ANY CLAIMS
FOR INCREASED COMPENSATION OR EXTENSION OF TIME BASED ON DIFFERENCES BETWEEN THE
CONDITIONS INDICATED HEREIN AND THE ACTUAL CONDITIONS AT THE PROJECT SITE.
PERSONNEL
K. HAVEN
M. G. MOSELEY
J. MOSELEY
A. GROSS, PG
SUMMIT DES
INVESTIGATED BY
M. LEAR, PG
DRAWN BY
A. GROSS, PG
CHECKED BY
M. LEAR, PG
SUBMITTED BY
JULY, 2025
DATE
Prepared in the Office of:
320 Executive Court
Hillsborough, NC 27278-8551
Voice: (919) 732-3883
Fax: (919) 732-6776
www.summitde.com
FIRM NO. C-5176 and C-487
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07/25/2025
SIGNATURE DATE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

PROJECT REFERENCE NO. SHEET NO.
HB-0048 2
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
GEOTECHNICAL ENGINEERING UNIT
SUBSURFACE INVESTIGATION
SOIL AND ROCK LEGEND, TERMS, SYMBOLS, AND ABBREVIATIONS
SOIL DESCRIPTION GRADATION ROCK DESCRIPTION TERMS AND DEFINITIONS
SOIL IS CONSIDERED UNCONSOLIDATED, SEMI-CONSOLIDATED, OR WEATHERED EARTH MATERIALS THAT CAN WELL GRADED - INDICATES A GOOD REPRESENTATION OF PARTICLE SIZES FROM FINE TO COARSE. HARD ROCK IS NON-COASTAL PLAIN MATERIAL THAT WOULD YIELD SPT REFUSAL IF TESTED. AN INFERRED ALLUVIUM (ALLUV.) - SOILS THAT HAVE BEEN TRANSPORTED BY WATER.
BE PENETRATED WITH A CONTINUOUS FLIGHT POWER AUGER AND YIELD LESS THAN 100 BLOWS PER FOOT UNIFORMLY GRADED - INDICATES THAT SOIL PARTICLES ARE ALL APPROXIMATELY THE SAME SIZE. ROCK LINE INDICATES THE LEVEL AT WHICH NON-COASTAL PLAIN MATERIAL WOULD YIELD SPT REFUSAL.
C A O C N C S I I O S S R T B D E A N I S N C E G Y D , T O C O N O T L T H O H E R E , S T A T E A A X S N T H D U T A R O R E S , D M Y P S O E T I N S E T E M U T . R R B A E A , T A S IO I A C N S D H T T E E O S S C T C R L ( I A A P A T SS I S O I H F N I T C S O A G T T E I 2 N O 0 E N 6 R , , A A A N S L T D L M Y O I T D N H 1 C E 5 L 8 R U 6 P ) D . E E R S O T T I I H N L E E C N F L O T A L F S L A S O C IF W T I O C IN R A G S T : I S O U N CH GAP-GRADED - INDICATES A MIX A T N UR G E U O L F U A N R IF I O T R Y M O PA F R G TI R CL A E I S N IZ S ES OF TWO OR MORE SIZES. S B R P E L T P O R R W E E S S F E I U N N S T N A E O L D N I B S - Y C P O E A A N Z S E O T T N A R E L A O T P F L IO A W N I E N B A M Y TH A A E T R S E P E R L D I I A T R L O S , C P T O K H . O E N T R SA A M NS P I L T E IO R N E Q B U ET A W L E T E O N O S R O L IL E S A S N T D H R A O N C 0 K .1 I S F O O O F T TE P N ER 60 A AQ RE U N IF A E C R E - O A U W S - A A T P E P R L B IE E D A R TO IN R G O F C O K R S M T A H T A IO T N H A O V R E S T B R E A EN TA D . ERIVED FROM SAND OR THAT CONTAIN SAND.
AS MINERALOGICAL COMPOSITION, ANGULARITY, STRUCTURE, PLASTICITY, ETC. FOR EXAMPLE, ROCK MATERIALS ARE TYPICALLY DIVIDED AS FOLLOWS: ARGILLACEOUS - APPLIED TO ALL ROCKS OR SUBSTANCES COMPOSED OF CLAY MINERALS, OR HAVING
VERY STIFF, GRAY, SILTY CLAY, MOIST WITH INTERBEDDED FINE SAND LAYERS, HIGHLY PLASTIC, A-7-6 T A H NG E U A L N A G R U , S L U A B R A I N T G Y U O LA R R R , O SU U B N R D O N U E N S D S E D O , F O S R O R I O L U G N R D A E I D N . S IS DESIGNATED BY THE TERMS: WEATHERED NON-COASTAL PLAIN MATERIAL THAT WOULD YIELD SPT N VALUES > A NOTABLE PROPORTION OF CLAY IN THEIR COMPOSITION, SUCH AS SHALE, SLATE, ETC.
SOIL LEGEND AND AASHTO CLASSIFICATION ROCK (WR) 100 BLOWS PER FOOT IF TESTED. ARTESIAN - GROUND WATER THAT IS UNDER SUFFICIENT PRESSURE TO RISE ABOVE THE LEVEL AT
G S C C G E Y L L N R M A A O E B R U S S O A P S S L L . . A-1-a A-1 A-1-b ( G R A A 3 - N 5 3 % UL P A A A R - S 2 M S -4 A IN T G E A R - # I 2 A 2 - 0 L 5 A 0 S - ) 2 A-2-6 A-2-7 A ( - S 4 I L T 3 - 5 C % A L A - P 5 Y A M SS A I A T N - E 6 G R I # A 2 L 0 A A A S 0 - - 7 7 ) - - - 7 6 5, A- A 1, - A 3 -2 ORGAN A A IC - - 4 6 M , , A A AT - - 7 5 ERIALS M AR IN E E U R S A E M S L D L O N I G D I A N H E M R D T E A L E S Y T S M E S C C U L R O Y I C I N M P H C T P E O A I R O M R S E N P C S Q A R S S U O E L I W B A S O M L S R H I E T G B E P Z L N I , R E C F T E E H A L S E D L Y S S I P C A B A R O R I E , L M M C I O P T IC N O Y A S , S I T D I A E T L R I C E O L L , D L L K N O A < = F O 3 3 L S 1 1 I I N G - , N E 5 I T F 0 C IC . ANCE. R C R N C R O O O O Y N A C C S - K S K C T T R ( A ( A N C Y L L C R S L R P ) T IN L A ) E A L I L N INE C G W F R S FI I E O O N N N O D C A E E E U I I K S M S L T T T S T O O D E A , Y N G L C C Y P T A O O I P E E A B A L A I L R A B N R R D Y R I C S S N O E E S L R P S , U G G O S T E D R R C C D R E A A K H I S E M I I I N N T F S P E H U T H M I N , G A S Y E E T A N T L T T S L E L W C A C O I I . M T E F O U E M O U T S , R E E L S A P S N L D N H T A T D Y E I E T C E D D E M I A , . L E I S N N R D T A D T O A N S O C M P N D K T R O O S O T N R R T O C E - Y P C K H N F P O U , I E E C A B S , I E S U A R N T T T O L C A C C L M I . L F K U A P T D T Y L E E H A S N S A I T O N G T E T R D Y A . I N E I L T D E , O C C S W C U A O O F H R L R L I S F C C L E L A A U H R O C R V E I P E T E I C E U . O I O . M S U V E S - E N ( R R C C O Y A O C L ( U R K C N E . F ) T C R - E . ) S A R - O G E T I M D L O S , E T B N T A U H T L T A S L W T M E N C H IX O G IC E N T H D H T A D W O I O N F IT E A A H S L P N S L P O O R M I T E L A C N D T I E A E E C B P R E L O I S A E S S L I A A T R M E R E D I O L C U B Y O N Y V R T E G I S S R R E O E A T F D V O C I I N T A O Y L R T C H O A I E N U B M C O S O L V C O R E A E P T R E B H B O A E O R R N G R A A R E T T O L E U B . D N O I D T V T ID O E M D
% PA # S 10 SING 50 MX GRANULAR S C I L L A T Y - MUCK, HIGHLY COM P P E R R ES C SI E BL N E TAGE OF MATERIA L L L > 50 ( S C ED P) IMENTARY ROCK S SP H T E R L E L F B U E S D A W S L , . E E R A T O C T C . H K E TY R P I E N I G NCLUDES LIMESTONE, SANDSTONE, CEMENTED B D Y IK T E O - T A A T L A L B E U N L G A T R H B O O F D C Y O O R F E I R G U N N E O A U N S D R E O X C P K R E T S H S A E T D C A U S T A S P A E C R R C O E S N S T T A H G E E S . TRUCTURE OF ADJACENT
#40 30 MX50 MX 51 MN SOILS SOILS PEAT GRANULAR SILT - CLAY ROCKS OR CUTS MASSIVE ROCK.
#200 15 MX25 MX10 MX35 MX35 MX35 MX35 MX36 MN 36 MN36 MN36 MN ORGANIC MATERIAL SOILS SOILS OTHER MATERIAL FRESH ROCK FRESH, CRYSTALS BRIGHT, FEW JOINTS MAY SHOW SLIGHT STAINING. ROCK RINGS UNDER
PA M S A S T I L P N E L R I G I A # L 4O 6 MX NP 4 1 0 0 M MX X 1 4 0 1 M MN X 4 1 0 1 M MN X4 1 1 1 M MN N 4 1 0 0 M MX X 1 4 0 1 M MN X 4 1 0 1 M MN X 4 1 1 1 M MN N S L M O I O T IL D T S E L R W E A I O T T E R H HIGHLY H M L T I R I O T G A D T H C L E L E R E Y A O O O T F R R E G O G LY A R A G N N O A I I R C C N G M I A C N A M I T C T A E T R TER 5 2 3 > - - - 1 1 0 3 5 0 % % % % 1 5 3 2 > - - - 2 1 0 2 5 2 % 0 % % % H S L T O R I IG T M A T H C E L L E Y E 3 2 1 1 5 0 0 % - - - 1 A 2 3 0 N 0 5 % % D % ABOVE ( V V E R S Y L I S .) LIGHT O C R H R O A F Y C M A S K M C T G E R A E R Y L N S S IF E T O R A C N A R L A Y L L I L S B N Y T R E A O F N L R K L A E E I T S N N H U E S , R . P J E O E . C IN IM TS E N ST F A A I C N E E D SH , S IN O E M B E R J I O G I H N T T L S Y M . A R Y O C SH K O R W IN T G H S I U N N C D L E A R Y H C A O M A M TI E N R G B S L I O F W OP S E IF N , H D L D I O I I N P P R E D - I Z T O I O R H F N E E D C T I A A T P N L I , O . M G N L E ( E A D S A I U P T R A W E Z D H IM I C C U L H O T H C A ) K S - W T T R I H S A E E T D F U R I M R O E M O C R T N I O A O R N N T Y O H P R . L B A E N A A R R IN F G E A O T F U T R H E E I H S O IN R C IZ L O IN N E T D A L F R T O R M AC T E H O E F THE
U G S R U O A U L P I T N Y D P E E X S STONE 0 FRAGS. 0 0 4 MX 8 MX 12 MX 16 MXNO MX AM O O R U G N AN TS IC OF O S R O GA IL N S IC WATER LEVE G L R IN O B U O N RE D H O W L A E I T M E M R EDIATELY AFTER DRILLING ( S S L L IG I H .) T 1 R O IN C C K H G . E O N P E E R N A J L O L IN Y T F S R M ES A H Y , C JO O I N N T T A S I S N T C A L IN A E Y D . A IN N G D R D A I N SC IT O O L I O D R R A O T C IO K N S S E O X M TE E N O D C S C I A N S T I O ON R A O L C F K E U L P D S T P O A R S FA ID U E L S T R - E A L A FR T A IV C E T T U O R E O O N R E F A R N A O C T T H U E R R E P Z A O R N A E L A LE L L O N TO G T W H H E I C F H R A T C H T E U R R E E H . AS BEEN DISPLACEMENT OF THE
M O A F T M E A RI J A O L R S GRA S V A E N L D , AND S F A IN N E D G SI R L A T V Y E O L R A N C D LA S Y A E N Y D S S I O L I T L Y S C S L O A I Y L E S Y MATTER STATIC WATER LEVEL AFTER2 4 HOURS MODERATE S C I R G Y N S I T F A IC L A S N A T R P E O D R U T L IO L N A S N O D F D R IS O C C O K L S O H R O E W D. D C I R SC Y O ST L A O L R L A I T N I E O R N O A C N K D S W RI E N A G T U H N E D R E IN R G H E A F M FE M C E T R S B . L IN O WS. F FL IS O S A IL T E - - R A O C P K R O F P R E A R G T M Y E O N F T S S P O L N I T S T U I R N F G A C A E L O N N EA G R C T L H O E S I E R L O Y R S IG PA iN C A E L D P P O A S R IT A IO L N LE A L N P D L D A I N S E L S O . DGED FROM
A G S E S N U . B R G A R TI A N D G E EXCELLENT TO GOOD FAIR TO POOR FA PO IR O R TO POOR UNSUITABLE PW S PE P R R C IN H G ED O W R A S T E E E R P , SATURATED ZONE, OR WATER BEARING STRATA (MOD.) W D GR U IT A L H L N I S F T O R O U E ID S N H D R R O U O C N K C D K S E , . R M H O A ST M F M E E L R D B SP L A O R W S S A A R N E D D S U H L O L W A S N D SI G D N IS I C F O IC L A O N R T E D LO , S S O S M O E F S S H TR O E W N C G L T A H Y A . S R C O O C M K P H A A R S E D F PA LO RE O N D T P M LA A I T N E R (F I P A ) L - . LAND BORDERING A STREAM, BUILT OF SEDIMENTS DEPOSITED BY THE STREAM.
PI OF A-7-5 SUBGROUP IS LL - 30 ; PI OF A-7-6 SUBGROUP IS LL - 30 MODERATELY ALL ROCK EXCEPT QUARTZ DISCOLORED OR STAINED. IN GRANITOID ROCKS, ALL FELDSPARS DULL FORMATION (FM.) - A MAPPABLE GEOLOGIC UNIT THAT CAN BE RECOGNIZED AND TRACED IN THE
CONSISTENCY OR DENSENESS MISCELLANEOUS SYMBOLS SEVERE AND DISCOLORED AND A MAJORITY SHOW KAOLINIZATION. ROCK SHOWS SEVERE LOSS OF STRENGTH FIELD.
PRIMARY SOIL TYPE CO C M O P N A S C IS T T N E E N S C S Y OR PEN R E A T N R G A E (N T O I - O V F N A S L T R A U E N E S ) I D S A T R E D NCE C R O A M N P G R E ( E T O S O S F I N U V S N E / C S F O T T2 R N ) E F N IN G E T D H L L L W RO IT A H D W SO A I Y L E D M E B S A C N R K IP M T E IO N N T (RE) 25/025 O D F IP R & O C D K IP S D TR IR U E C C T T U I R O E N S S (M EV O E D R . E SEV.) A I A F N L T L D E R C S O T A C E N D K B , E E W X E O C X U E C P L A T D V Q Y A U I T E A E L R D D T W Z S P I D T T I H S R C A E O F G L U E O S O R A L E L O D G O IS R T ' S S T P A IC IN K E . D R . O R C O K C G K I V FA ES B R "C IC L U C N L K E " A S R O A U N N D D E W V H ID E E N N S T T R B U U C T K . J I L T O E S I D N L G T A E - T F - E R A R A A S C H L T E U E L X R F E T -L E I I N N K T R E . O R C ID K G A E L O ON R G P R W O H J I E C C H T I N O O N A O P F P R R E O C C I K A B W L H E O M S O E V T E H M IC E K NT N E H S A S S I O S C S C M U A R L R L E C D O . MPARED TO
( M G G N R E A O N A T N N E E - R U R C A L I O A A L H L L R E Y SIVE) M V E E D R I D L U Y O E M N O L S S O D E E O EN SE SE 3 1 4 0 0 T T < T O O O 4 1 3 5 0 0 0 N/A S T A O H R A I T L N I F S R I Y C O M I A A B D L O W L F A I Y L L E M (A B F A ) N O K T M H E E N R T S D V P S P T T T A D PM M U T T GER T E B S O T R B IN O G RING I S T C N L E O S O S N T T P E A E L P I L E N A N D T E I I T C O R A N O T M O E R TER ( V S E E R V Y .) T R I A F O E L T D L S E U O R S C M O T E C E E D K D E I , X E N W X T S E C O T N E U R T P E L T . N D S Q G O Y U T M I A H E E R L T T F D O Z R S S A D P T G I T R S M C O N E O N N V L G T O A S S R L O O E U I F D L E . S S O T I R > N R 1 O S G 0 T N R 0 A G A B I N N R P E I O F T D C O . K I D R U O R S C O U K A C K L FA L S Y B A R R L I L E C M F E E A L L I E N D M . S E P N A T R S S A A R R E E D K I A S O CE L R IN N I I Z B E L D E L U M E S O U N T A S T L L - L E A Y D B I ( N O M D D O I Y C T . A ) O T - F E I R S S R O P E I O L G O U O R L R A A R E R O R L A C Y T K M I O T A N H R A A K T N E D D T H W LA I I N T C S H K O S O U P F O T G T I O S N O O O D F N D D E R I F O A F R I E N R M A E G O N E R T . E C O D L IR O E R C S T . I M O O N T S T . LING IN SOILS
VERY DENSE > 50 SEVERE BUT MASS IS EFFECTIVELY REDUCED TO SOIL STATUS, WITH ONLY FRAGMENTS OF STRONG ROCK PERCHED WATER - WATER MAINTAINED ABOVE THE NORMAL GROUND WATER LEVEL BY THE PRESENCE
VERY SOFT < 2 < 0.25 INFERRED SOIL BOUNDARY CORE BORING SOUNDING ROD (V SEV.) REMAINING. SAPROLITE IS AN EXAMPLE OF ROCK WEATHERED TO A DEGREE THAT ONLY MINOR OF AN INTERVENING IMPERVIOUS STRATUM.
S G I E L N T E - R C A L L A L Y Y MEDI S U O M FT STIFF 4 2 T T O O 8 4 0 0 .2 .5 5 T T O O 1 0 .0 .5 INFERRED ROCK LINE MW MONITORING WELL W TE I S T T H B C O O R R IN E G COMPLETE R V O ES C T K I G R E E S D O U F C E O D R I T G O I N S A O L IL R . O R C O K C K FA F B A R B I R C I C R E N M O A T I D N I . S I C F E T R E N S I T B E L D E , , O W R O D U I L S D CE Y R I N E I L B D L E S P O T N N LY V I A N L S U M E A S L < L 1 A 00 N D B PF R RO ES C I K D U Q A U L A L (R IT E Y S . D ) E SO SI I G L N - A S T O I I O L N F O (R R Q M D E ) D - A IN M P E L A A S C U E R E B Y O F T R H O E C W K E Q A U T A H L E I R T I Y N D G E O S F C R R I O B C E K D . BY TOTAL LENGTH OF
( M C A O T H E E R S IA IV L E) VER S H Y T A I R S F D T F IFF 1 8 5 > T T O 3 O 0 1 3 5 0 2 1 T > T O O 4 2 4 ALLUVIAL SOIL BOUNDARY I P N IE S Z T O A M LL E A T T E I R ON SPT N-VALUE A SC L A SO TT A E N R E E D X A C M ON PL C E E . NTRATIONS. QUARTZ MAY BE PRESENT AS DIKES OR STRINGERS. SAPROLITE IS R R U O N CK A S N E D G E M X E P N R T E S S S E E Q D U A A L S A TO P E O R R C G E R N E T A A T G E E R . THAN 4 INCHES DIVIDED BY THE TOTAL LENGTH OF CORE
TEXTURE OR GRAIN SIZE RECOMMENDATION SYMBOLS ROCK HARDNESS SAPROLITE (SAP.) - RESIDUAL SOIL THAT RETAINS THE RELIC STRUCTURE OR FABRIC OF THE PARENT
VERY HARD CANNOT BE SCRATCHED BY KNIFE OR SHARP PICK. BREAKING OF HAND SPECIMENS REQUIRES ROCK.
O U P .S E . N B S I O T N U D G L . ( D S M E IE M R V ) E SIZE COBBLE GR 4 A . 4 V 7 E 6 L 2 1 .0 0 0 C O 0 4 A .4 0 R 2 S E 0 6 .2 0 5 0 F 2 . I 0 N 0 7 0 E 5 0 2 .0 7 5 0 3 SILT CLAY S U U H N N A D D L E E L R R O C C W U U T T U U U AC N N N C S C C U E L L P I A A T T S S A A S S B B I I L F F L E I I E E E W D D D E A E E G S X X R T C C A E A A D V V A A A B T T L I I E O O R N N O - - CK U A E U M N C S C B C E A E L D P A N I T K S N A S M I B T F E L H I N E E E T D , B O T E U R O X T B P C A N A 3 C O V F K T A E F T T E IL I O T O L N B O E - F HARD T C SE O A V N D E E B R T E A A S L C C H H R A A H R T A D C N H B D E L S D O P B W E Y C S I K M O N F E I N T F . E H E O R G E P O IC L K O O G N IS L T Y 'S W PI IT C H K . DIFFICULTY. HARD HAMMER BLOWS REQUIRED T R SI H E L L E L A B - T E A I D V N E D I L N IN Y T G R T U H O S I R N I V S C C E O H B M I O S P D T A O Y R S E O I D T F Y I W G O I N T F E H T O H I U T E S S I L R N A O T T C R E K U R D O A E F L D A E R P X P O T R E C O N K X T S I , . M TH A A TE T L H Y A U S N B I E F E O N R M EM T P H L I A C C K E N D E S P S A A RA N L D LEL TO
(BLDR.) (COB.) (GR.) (C S S A E N . D SD.) (F SA S N D D .) (SL.) (CL.) ABBREVIATIONS H M A O R D D ERATELY E C X A C N A B V E A S T C E R D A B T Y C H H A E R D D B B Y L K O N W I F O E F O A R G P E I O CK LO . G G I O ST U 'S G E PI S C O K R . H G A R N O D O V SP E E S C T IM O E 0 N .2 S 5 C IN A C N H B E E S D D E E T E A P C C H A E N D BE O SL R I C S K L E IP N S P I L D A E N - E P . OLISHED AND STRIATED SURFACE THAT RESULTS FROM FRICTION ALONG A FAULT
GRAIN MM 305 75 2.0 0.25 0.05 0.005 AR - AUGER REFUSAL MED. - MEDIUM VST - VANE SHEAR TEST BY MODERATE BLOWS. STANDARD PENETRATION TEST (PENETRATION RESISTANCE) (SPT) - NUMBER OF BLOWS (N OR BPF) OF
SIZE IN. 12 3 BT - BORING TERMINATED MICA. - MICACEOUS WEA. - WEATHERED MEDIUM CAN BE GROOVED OR GOUGED 0.05 INCHES DEEP BY FIRM PRESSURE OF KNIFE OR PICK POINT. A 140 LB. HAMMER FALLING 30 INCHES REQUIRED TO PRODUCE A PENETRATION OF 1 FOOT INTO SOIL
CL. - CLAY MOD. - MODERATELY - UNIT WEIGHT HARD CAN BE EXCAVATED IN SMALL CHIPS TO PEICES 1 INCH MAXIMUM SIZE BY HARD BLOWS OF THE WITH A 2 INCH OUTSIDE DIAMETER SPLIT SPOON SAMPLER. SPT REFUSAL IS PENETRATION EQUAL
SOIL MOISTURE - CORRELATION OF TERMS CPT - CONE PENETRATION TEST NP - NON PLASTIC d- DRY UNIT WEIGHT POINT OF A GEOLOGIST'S PICK. TO OR LESS THAN 0.1 FOOT PER 60 BLOWS.
SO (A IL T T M E O R I B S E T R U G R E L I S M C I A T L S) E FIE D L E D SC M R O IP I T S I T O U N RE GUIDE FOR FIELD MOISTURE DESCRIPTION C D S M E T . - - C D O IL A A R T S O E METER TEST O PM RG T . - - P O R R E G S A S N U IC REMETER TEST SAMPLE ABBREVIATIONS SOFT F C R A O N M B E C H G I R P O S V T E O D S O E R V E G R O A U L G E IN D C R H E E A S D I I N L Y SI B Z Y E B K Y N I M FE O O D R E R P A IC T K E . B C L A O N W B S E O E F X A CA P V IC A K T E P D O I I N N T F . R S A M G A M L E L N , T T S H IN T ST O R T A A T L A L C E O N R G E T H R E O C F O S V T E R R A Y T ( U S M RE A C N .) D - T E O X T P A R L E S L S E E N D G A TH S A O F P E ST R R C A E T N A T A M G A E T . ERIAL RECOVERED DIVIDED BY
DPT - DYNAMIC PENETRATION TEST SAP. - SAPROLITIC S - BULK PIECES CAN BE BROKEN BY FINGER PRESSURE. STRATA ROCK QUALITY DESIGNATION (SRQD) - A MEASURE OF ROCK QUALITY DESCRIBED BY TOTAL
PLASTI L C L LIQUID LIMIT - S ( A S T A U T R . A ) TED - F U SE R S M O UA M IS L O B L L E Y I L D L O ; I Q W R U E T I Q D H U ; E I V R G E E R R S O Y D U W R N Y E D T I N W , U G A S T T U O E A R L L T Y ABLE F F F e R O - A - S F V C S I . . O N - - I F F D E R O R A S A C SI T T L U I I O R FE E R D O , F U R S ACTURES S S T SD L L C I . . R . - - - - S S S A T I L L R N I T I D G C , , H O S S T I N A L L N E T Y D R Y Y EFUSAL R R S S T S T S - - - - R S S R H E P O C L E C O I L K T M B S Y P P A T O C U O T B E N E D TRIAXIAL S V O ER F Y T F O C I A R N N G M E B O R E R N C E A A I I N L R . V T E H D IC W KN IT E H S S K C N A IF N E . B C E A B N R O B K E E E N X C B A Y V F A IN T G E E D R R P E R A E D S I S L U Y R W E. I T C H A P N O B IN E T S C O R F A P T IC C K H . E P D I E R C E E A S D 1 I L IN Y C B H Y T T L O E H N P E S G T O T O I H L T A O (T L F S R L .) E O - N C S G U K T R S H F E A G O C M F E E S S N T O R T I A S L S T W A U I T S A H U N A IN D L A L E Y X S P T C R R O E A N S T T S U A E M D IN A E IN Q S G U A A O P L R E G T R A O C N E O I N C R T M G A R A G E T E A T . T E E R R . THAN 4 INCHES DIVIDED BY
R ( A P N I G ) E PL PLASTIC LIMIT - WET - (W) ATTAIN OPTIMUM MOISTURE F H R I. A - G H S I . G - H F L R Y AGMENTS w V - - M V O E I R S Y TURE CONTENT CBR - C R A A L T IF IO ORNIA BEARING TERM FRACTURE SPAC SP IN AC G ING TERM BEDDING THICKNESS BENCH MARK:SEE NOTES
EQUIPMENT USED ON SUBJECT PROJECT VERY WIDE MORE THAN 10 FEET VERY THICKLY BEDDED 4 FEET ELEVATION:N/A FEET
O S M L O SH PT R I I M NK U A M G M E O L I I S M T I U T RE - MOIST - (M) SOLID; AT OR NEAR OPTIMUM MOISTURE DRILL UNITS: ADVANCING TOOLS: HAMMER TYPE: M WI O D D E ERATELY CLOSE 3 1 T T O O 1 3 0 F F E E E E T T T TH H I I C N K LY LY B B ED ED D D ED ED 0. 1 1 . 6 5 - - 1 4 . 5 F E FE E E T T NOTES:
CME-45C CLAY BITS X AUTOMATIC MANUAL CLOSE 0.16 TO 1 FOOT VERY THINLY BEDDED 0.03 - 0.16 FEET
- DRY - (D) A RE T Q TA U I I N R E O S P A TI D M D U IT M IO M N O A I L ST W U A R T E ER TO CME-55 6" CONTINUOUS FLIGHT AUGER CORE SIZE: VERY CLOSE LESS THAN 0.16 FEET T TH H I I C N K LY LY L A LA M M IN IN A A TE T D ED 0.0 < 0 8 0 . - 0 0 0 8 .0 F 3 E F E E T ET FIAD = FILLED IMMEDIATELY AFTER DRILLING
PLASTICITY X 8" HOLLOW AUGERS -B -H INDURATION LOCATIONS AND ELEVATIONS DETERMINED WITH SURVEY GRADE
PLASTICITY INDEX (PI) DRY STRENGTH X CME-550 HARD FACED FINGER BITS X-NQ2 FOR SEDIMENTARY ROCKS, INDURATION IS THE HARDENING OF MATERIAL BY CEMENTING, HEAT, PRESSURE, ETC. GPS - EMLID REACH RS3 RECEIVER PERFORMING GNSS RTK
NON PLASTIC 0-5 VERY LOW TUNG.-CARBIDE INSERTS FRIABLE RUBBING WITH FINGER FREES NUMEROUS GRAINS; VRS SURVEYS REFERENCED TO THE NC CORS RTN
SLIGHTLY PLASTIC 6-15 SLIGHT VANE SHEAR TEST HAND TOOLS: GENTLE BLOW BY HAMMER DISINTEGRATES SAMPLE.
H M I O G D H E L R Y A P T L E A L S Y T P IC LASTIC 26 O 1 R 6 - M 25 ORE M H ED IG IU H M PORTABLE HOIST X C TR A I S C IN O G NE X W/ A " D S V T A E N E C L E T R EETH P H O A S N T D H A O U L G E E R DIGGER MODERATELY INDURATED B G R R E A A IN K S S C E A A N SI L B Y E W SE H P E A N R H A I T T E W D I F T R H O H M A M SA M M E P R L . E WITH STEEL PROBE;
COLOR TRICONE " TUNG.-CARB. SOUNDING ROD INDURATED
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DESCRIPTIONS MAY INCLUDE COLOR OR COLOR COMBINATIONS (TAN, RED, YELLOW-BROWN, BLUE-GRAY). X CORE BIT VANE SHEAR TEST
MODIFIERS SUCH AS LIGHT, DARK, STREAKED, ETC. ARE USED TO DESCRIBE APPEARANCE. EXTREMELY INDURATED
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TO BREAK SAMPLE;
DATE: 8-15-14