TM BP2-07_Geotechnical Data Report FINAL.pdf

FINALFINAL_ENMRWS_GEOTECHNICAL_DATA_REPORT_BP2_OCT2014.DOCX BP2-07-1

T E C H N I C A L M E M O R A N D U M B P 2 - 0 7

Eastern New Mexico Rural Water System Bid Package 2 – Finished Water Three Pipeline Geotechnical Data Report

PREPARED FOR: Eastern New Mexico Rural Water Authority

PREPARED BY: AMEC a subconsultant to CH2M HILL

DATE: October 10, 2014

The purpose of this Technical Memorandum (TM) is to present the results of the geotechnical field exploration performed by AMEC Environment & Infrastructure, Inc.

(AMEC) along the proposed Finished Water Three (FW3) Pipeline Alignment for the Eastern New Mexico Rural Water System (ENMRWS) Bid Package No. 2. The objective of this exploration was to collect geotechnical data to support development of pipeline final design and construction.

Relative Drilling Resistance (RDR) Criteria

RDR Term Criteria Typical Ground Conditions

1 Very Easy No chatter, very little resistance, very fast and steady drill advance rate

Very soft to soft silts and clays; very loose to loose silts and sands; no gravel, cobbles, boulders or rubble

2 Easy No chatter, some resistance, fast and steady drill advance rate

Firm to stiff silts and clays; loose to medium dense silts and sands; little or no gravel, no to very few cobbles, boulders or pieces of rubble

3 Moderate Some chatter, firm drill resistance with moderate advance rate

Stiff to very stiff silts and clays; dense silts and sands; medium dense sands and gravel; occasional cobbles or rubble pieces (2-3 occurrences per 10 ft)

4 Hard Frequent chatter and variable drill resistance, slow advance rate

Very stiff to hard silts and clays with some gravel and cobbles; very dense to extremely dense silts and sands with some gravel; dense to very dense sands and gravel; very weathered, soft bedrock;

frequent cobbles and boulders or rubble pieces (3- 4 per 10 ft)

5 Very Hard Constant chatter, variable and very slow drill advance, nearly refusal

Hard to very hard silts and clays with some gravel;

very dense to extremely dense gravelly sand or sandy gravel; very frequent cobbles and boulders (at least 5 per 10 feet); weathered, very jointed bedrock vickie.maranville Typewritten Text A-2 vickie.maranville Typewritten Text vickie.maranville Typewritten Text

UNIFIED CLASSIFICATION SYSTEM FOR SOILS

Soils are visua lly class ified by the Unified Soil Classification System on the borin g logs presented in this report.

Grain-size analys is and Arterberg Limits Tests are often perfonned on selected samp les to a id in class ification.

T he class ification system is briefly outlined on this chart. For a more detai led description of the system, see "The Unified Soil Classificati on System" ASTM Des ignation: 0 2487.

NOTE:

MAJOR DIVISION

I

• , CLEAN GRAVELS

(Less than 5% passes No. 200 sieve)

GW

TYPICAL DESCRIPTION

Well graded gravels, gn~l-sand mi)(tures, or sand-gravel-cobble mi)(tures.

::l l ~ 1 ~ I

~---------,-----------h Limits plot below

GRAVELS WITH

FINES

"A" line & hatched zone

GP

GM

Poorly graded gravels, gravel·sand mixtures, or sand-gra~I-cobbl e mixtures.

Silty gravels, gravel-sand·silt mi)(tures.

E

S v j

I I l I , I , l I •

~~~~ g ...... u

~'~5 -j " .

g S!i .("""' 0

~~~g ~;O:~t , -j , .

(More than 12% passes No. 200 sie~) on plasticity chart

GC Clayey gravels, gravel·sand_clay mixtures Limits plol below I

"A" line & hatched zone on plastici!)' chart

+-~-------------I

CLEAN SANDS mm (Less than 5% passes No. 200 sieve)

SANDS WITH

FINES

Limits plot below "A" line & hatched zone on plasticity chart

Limits plot below ·'A" line & hatched zone on plasticity chart

SILTS OF LOW PLASTICITY

(Liquid Limit Less Than 50)

SILTS OF IDGH PLASTICITY

(Liquid Limit More Than 50)

CLAVS OF LOW PLASTICITY

(Liquid Limit Less Than SO)

CLAYS OF IDGH PLASTICITY

(Liquid Limit More Than 50)

SW Well graded sands, gravelly sands.

~~---~---------------------I

I I I I I I I I I I I I

SP

SM

SC

MH

CL

CH

Poorly graded sands, gravelly sands.

Silty sands, sand-silt mlxturcs.

Clayey sands, sand-clay mixtures.

Inorganic silts, clayey si lts with slight plasticity.

Inorganic silts, clayey SiltS with slight plasticity.

Inorganic clays of low to medium plasticity.

gravelly clays, sandy clays, silty clays, lean clays .

Inorganic clays of high plasticity, fat cIays, sil ty and sandy clays of high plasticity

Coarse-grained soils with between 50/. & 12% passing the No. 200 sieve and fmc-grained soils with limits plotting in the hatched zone on the plasticity chart to have dual symbol.

PLASTICITY CHART DEFINITIONS OF SOIL FRACTIONS

Boold."

Fi_.rood

'w

Fi.. ·k .. <lo, "'be", 100 "". (Il",,) lOOm .. 10 ,_ (Il,., flO J .. ) n_ OiIL)1O No '_10 1_0i0 IOlI<ooo.)

I_ClI< .. ,)",No . • .;r..

No . • 10 No. zoo No. 'ION.IO No.l0toNo. '0 No. OlIo. No. zoo II<~No.2OC._

A-2 vickie.maranville Text Box vickie.maranville Typewritten Text vickie.maranville Typewritten Text A-3 vickie.maranville Typewritten Text vickie.maranville Typewritten Text vickie.maranville Typewritten Text sharon.keith sharon.keith Typewritten Text sharon.keith Typewritten Text

13.517.00005BP2

sharon.keith Typewritten Text

FW3-J-42

sharon.keith Typewritten Text 04/04/2014 sharon.keith Typewritten Text GPS Lat 34 deg 13.196' sharon.keith Typewritten Text Lon 103 deg 17.789' sharon.keith Typewritten Text Eric Koenig sharon.keith Typewritten Text 2.0" sharon.keith Typewritten Text 8" sharon.keith Typewritten Text Sch. 40 PVC sharon.keith Typewritten Text cement-bentonite grout sharon.keith Typewritten Text 40.0' sharon.keith Typewritten Text 0.010" sharon.keith Typewritten Text 3/8" Bentonite Chips sharon.keith Typewritten Text 2.0' sharon.keith Typewritten Text 40' sharon.keith Typewritten Text 20.0' sharon.keith Typewritten Text 10x20 silica sand sharon.keith Typewritten Text 22' sharon.keith Typewritten Text 0.25' sharon.keith Typewritten Text Geomechanics Southwest, Inc.

sharon.keith Typewritten Text No water encountered while drilling or in well.

sharon.keith

LABORATORY TESTING PROCEDURES

Consolidation Test. Soiltest or Clockhouse apparatus of the "floating-ring" type are employed for the one-dimensional consolidation tests. They are designed to receive one inch high, 2.5 inch O.D.

brass liner rings with soil specimens as secured in the field. Procedures for the tests generally are those outlined in ASTM D2435. Loads are applied in several increments to the upper surface of the test specimen and the resulting deformations are recorded at selected time intervals for each increment. For soils which are essentially saturated, each increment of load is maintained until the deformation versus log of time curve indicates completion of primary consolidation. For partially saturated soils, each increment of load is maintained until the rate of deformation is equal or less than 1/10,000 inch per hour. Applied loads are such that each new increment is equal to the total previously applied loading. Porous stones are placed in contact with the top and bottom of the specimens to permit free addition or expulsion of water. For partially saturated soils, the tests are normally performed at in situ moisture conditions until consolidation is complete under stresses approximately equal to those which will be imposed by the combined overburden and foundation loads. The samples are then submerged to show the effect of moisture increase and the tests continued under higher loadings. Generally, the tests are continued to about twice the anticipated curve due to overburden and structural loads, with a rebound curve then being established by releasing loads.

Expansion Index Test. This test method allows for the determination of expansion potential of compacted soils when inundated with distilled water. A specimen is prepared by compacting test soils into a metal ring at a degree of saturation of 50 + 2%. The specimen and the ring are then placed in a consolidometer. A vertical confining pressure of 6.9 kPa (1 psi) is applied to the specimen and the specimen is inundated with distilled water. The deformation of the specimen is recorded for 24 hours or until the rate of deformation becomes less than 0.005 mm/h (0.0002 in/h).

The expansion index, EI, provides an indication of the swelling potential of the compacted soil.

R-Value Test. The R-Value is the resistance of the soil determined by a stabilometer, which is a closed-system triaxial test. A vertical pressure is applied to a sample approximately 4 in. diameter by 4.5 in. in height, and the resulting horizontal pressures induced in the fluid within the rubber membrane are measured. If the sample has no shear resistance the R-Value is 0, while if the sample is rigid with no deformation the R-Value is 100. To ensure the sample is saturated, an exudation pressure of 300 psi is used.

B-1

13-517-00005 ENMRWS FW3

TABLE B-1 - LABORATORY DATA SHEET

8-Aug-14

R-Value Sample Boring ID Sample Northing Easting Elevation Moisture In-situ Class'n LL PI Consol. Internal Cohesion at Expansion U.U

ID Depth (ft) (ft.) Content Unit Wt USCS % % Friction (ksf) 300 Maximum Optimum Index pH Sulfate Chloride Resistivity Triaxial % pcf Angle, ᶲ (psi) Density Moisture (SU) (ppm) (ppm) (ohm-cm) (psi)

14-0267-001 FW3-P-1 2.5-4.0 1239058.680 841831.244 4330.004 CL 27 12

14-0267-002 FW3-P-1 5-6.0 8.5 55 12 2281

14-0267-003 FW3-P-1 10-11.0 12 119.7

14-0267-004 FW3-P-1 20-21.5 14

14-0267-005 FW3-P-2 5-6.0 1237856.651 841844.552 4327.32 212.14

14-0267-006 FW3-P-2 7.5-9.0 CL 24 10 `

14-0267-007 FW3-P-2 15-16.5 10

14-0267-007a FW3-P-3 5-6.0 1236582.471 841862.318 4317.76 97.75

14-0267-008 FW3-P-3 7.5-9.0 SC-SM 20 5

14-0267-009 FW3-P-3 10-11.0 8.5 50 11 3825

14-0267-010 FW3-P-3 15-16.5 10

14-0267-011 FW3-P-4 5-6.0 1231382.280 841923.587 4281.42 7.9 19 11 *

14-0267-012 FW3-P-4 10-11.5 CL 25 13

14-0267-013 FW3-P-4 20-21.5 13

14-0267-014 FW3-P-5 2.5-4.0 1225524.438 842025.789 4264.44

14-0267-015 FW3-P-5 5-6.0 8.5 36 16 *

14-0267-016 FW3-P-5 10-11.5 SC 22 10

14-0267-017 FW3-P-5 20-21.5 11

14-0267-018 FW3-P-6 5-6.0 1224601.065 842076.420 4261.08

14-0267-019 FW3-P-6 7.5-9.0 CL 23 11 12.84

14-0267-020 FW3-P-6 10-11.0 36.13

14-0267-021 FW3-P-6 15-16.5

14-0267-022 FW3-P-6 20-21.5 9

14-0267-023 FW3-P-7 2-3.5 1223554.184 842041.966 4258.39

14-0267-024 FW3-P-7 4-5.5 8.6 103 13 *

14-0267-025 FW3-P-7 8-9.0

14-0267-026 FW3-P-7 15-16.5 7

14-0267-027 FW3-P-8 5-6.0 1222595.327 842081.729 4255.73 41.2 0.000

14-0267-028 FW3-P-8 15-16-5

14-0267-029 FW3-P-8 20-21.5 19

14-0267-030 FW3-P-9 2.5-4.0 1221619.923 842049.675 4252.4

14-0267-031 FW3-P-9 5-6.5

14-0267-032 FW3-P-9 7.5-9.0 5

14-0267-033 FW3-P-9 10-11.0 8.8 86 13 *

14-0267-034 FW3-P-10 2.5-4.0 1220421.290 842097.336 4249.48

14-0267-035 FW3-P-10 5-6.0 5 95.9

14-0267-036 FW3-P-10 7.5-9.0 8

14-0267-037 FW3-P-10 10-11.0 36.4 0.000

14-0267-038 FW3-P-11 5-6.0 1219200.310 843914.388 4239.76 8.5 16 5 *

14-0267-039 FW3-P-11 7.5-9.0

14-0267-040 FW3-P-11 10-11.0 6

14-0267-041 FW3-P-11 15-16.5

14-0267-042 FW3-P-12 5-6.0 1219230.305 845666.331 4238.81

14-0267-043 FW3-P-12 7.5-8.5 75.88

14-0267-044 FW3-P-12 15-16.5 11

14-0267-045 FW3-J-13 2-4.0 1219256.650 847213.482 4238.94

14-0267-046 FW3-J-13 7.5-9.0 CL 25 14

14-0267-047 FW3-J-13 10-11.0 146

14-0267-048 FW3-J-13 15-16.5 11

14-0267-049 FW3-J-13 25-26.5

14-0267-050 FW3-J-13 30-31.0 32.5 0.054

14-0267-051 FW3-J-13 35-36.5 12

14-0267-052 FW3-P-16 5-6.0 1215233.203 847444.039 4219.594 5 100.9

14-0267-053 FW3-P-16 15-16.5 8

14-0267-054 FW3-P-16 0-5 0

14-0267-055 FW3-P-16 7.5-10 8.3 226 73 1007

14-0267-056 FW3-P-17 7.5-9.0 1213946.142 847477.045 4209.948 CL 23 12

14-0267-057 FW3-P-17 10-11.0 88.16

14-0267-058 FW3-P-17 15-16.5 9

14-0267-059 FW3-P-17 20-21.0 7

14-0267-060 FW3-P-17 5-7.5 11

NOTE: *- Quantity of sample insufficient to run test

Corrosion SuiteDirect Shear Proctor

TABLE B-1 - LABORATORY DATA SHEET

8-Aug-14

R-Value Sample Boring ID Sample Northing Easting Elevation Moisture In-situ Class'n LL PI Consol/. Internal Cohesion at Expansion U.U

ID Depth (ft) (ft.) Content Unit Wt USCS % % Friction (ksf) 300 Maximum Optimum Index pH Sulfate Chloride Resistivity Triaxial % pcf Angle, ᶲ (psi) Density Moisture (SU) (ppm) (ppm) (ohm-cm) (psi)

14-0267-061 FW3-P-22 5-6.0 1203327.194 847574.151 4156.262 73.75

14-0267-062 FW3-P-22 7.5-9.0

14-0267-063 FW3-P-22 15-16.5 8

14-0267-064 FW3-P-22 0-5 44 119 11.5

14-0267-065 FW3-P-22 5-7.5 8.4 17 21 1812

14-0267-066 FW3-J-14 7.5-9.0 1219246.182 847321.168 4239.836

14-0267-067 FW3-J-14 10-11.5 29.4 0.546

14-0267-068 FW3-J-14 20-21.5

14-0267-069 FW3-J-14 30-31.5 8

14-0267-070 FW3-J-14 35-36.5

14-0267-071 FW3-J-14 5-10.0 13 121.5 11 5 8.5 49 19 *

14-0267-072 FW3-P-15 5-6.0 1217934.336 847345.441 4233.314 7 101.0

14-0267-073 FW3-P-15 10-11.5

14-0267-074 FW3-P-15 20-21.5 9

14-0267-075 FW3-P-15 2.5-5.0

14-0267-076 FW3-P-18 2.5-4.0 1212251.869 847438.009 4190.513 8

14-0267-077 FW3-P-18 5-6.5

14-0267-078 FW3-P-18 10-11.5 24.7 1.014

14-0267-079 FW3-P-18 15-16.5

14-0267-080 FW3-P-18 0-7.5 8.2 21 10 2416

14-0267-081 FW3-P-19 7.5-9.0 1210551.821 847436.944 4187.233 14 112.1

14-0267-082 FW3-P-19 15-16.5

14-0267-083 FW3-P-19 20-21.5 8

14-0267-084 FW3-P-20 2.5-4.0 1208752.811 847461.858 4179.2

14-0267-085 FW3-P-20 5-6.0 43.2 0.408

14-0267-086 FW3-P-20 10-11.5 14

14-0267-087 FW3-P-20 15-16.5

14-0267-088 FW3-P-20 5-9.0 8.3 31 9 4697

14-0267-089 FW3-P-21 2.5-4.0 1207094.068 847476.948 4173.24

14-0267-090 FW3-P-21 7.5-7.8 4

14-0267-091 FW3-P-21 15-16.0 12 117.4

14-0267-092 FW3-P-21 5-10.0 8.3 57 25 2483

14-0267-093 FW3-P-23 7.5-9.0 1201714.560 847604.850 4142.517 94.31

14-0267-094 FW3-P-23 10-11.5 SC 26 10

14-0267-095 FW3-P-23 20-21.5 7

14-0267-096 FW3-P-23 0-5.0 117.5 12.5

14-0267-097 FW3-P-24 5-6.5 1200077.709 847645.168 4132.408 57.6 0.252

14-0267-098 FW3-P-24 10-11.5 SC 25 12

14-0267-099 FW3-P-24 15-16.5 8

14-0267-100 FW3-P-24 0-7.0 8.5 59 9 4026

14-0267-101 FW3-P-25 5-6.5 1198475.587 847676.060 4121.926

14-0267-102 FW3-P-25 7.5-9.0 11

14-0267-103 FW3-P-25 10-11.5 3.93

14-0267-104 FW3-P-25 15-16.5 SC 28 13

14-0267-105 FW3-P-25 7-10.0 27

14-0267-106 FW3-P-26 5-6.5 1197020.485 847696.491 4108.421

14-0267-107 FW3-P-26 7.5-9.0 9 119.0

14-0267-108 FW3-P-26 10-11.5

14-0267-109 FW3-P-26 20-21.5 2

14-0267-110 FW3-P-26 6-10.0 8.4 35 28 *

14-0267-111 FW3-P-27 2.5-4.0 1193734.701 847751.973 4096.133

14-0267-112 FW3-P-27 5-6.5 5 122.5

14-0267-113 FW3-P-27 10-11.5 9

14-0267-114 FW3-P-27 15-16.5

14-0267-115 FW3-P-27 5-10.0 9 16 12 7381

14-0267-116 FW3-P-28 5-6.5 1192127.644 847795.629 4089.434 SC 36 19 76.72

14-0267-117 FW3-P-28 10-11.5

14-0267-118 FW3-P-28 20-21.5 3

14-0267-119 FW3-P-28 4-7.0 6

Direct Shear Corrosion SuiteProctor

TABLE B-1 - LABORATORY DATA SHEET

8-Aug-14

R-Value Sample Boring ID Sample Northing Easting Elevation Moisture In-situ Class'n LL PI Consol. Internal Cohesion at Expansion U.U

ID Depth (ft) (ft.) Content Unit Wt USCS % % Friction (ksf) 300 Maximum Optimum Index pH Sulfate Chloride Resistivity Triaxial % pcf Angle, ᶲ (psi) Density Moisture (SU) (ppm) (ppm) (ohm-cm) (psi)

14-0267-120 FW3-P-29 10-11.5 1190524.277 847956.470 4072.278 3 86.5

14-0267-121 FW3-P-29 20-21.5 8 112.3

14-0267-122 FW3-P-29 2-6.0 111.5 15.5 33 8.2 20 9 2684

14-0267-123 FW3-P-30 2,5-4.0 1188921.284 848114.364 4052.764

14-0267-124 FW3-P-30 7.5-9.0 4 111.7

14-0267-125 FW3-P-30 20-21.5 4

14-0267-126 FW3-P-31 5.-6.5 1185486.219 848354.888 4048.224 14 82.3

14-0267-127 FW3-P-31 10-11.5 CL 24 9

14-0267-128 FW3-P-31 15-16.5 4

14-0267-129 FW3-P-31 1-5.0 8.6 177 20 2080

14-0267-130 FW3-P-32 5-6.5 1183802.350 848376.430 4047.75

14-0267-131 FW3-P-32 7.5-9.0 CH 86 54 31.16

14-0267-132 FW3-P-32 15-16.5 6

14-0267-133 FW3-P-33 5-6.5 1182278.723 848408.578 4055.525

14-0267-134 FW3-P-33 7.5-9.0 39.3 0.492

14-0267-135 FW3-P-33 15-16.5 6

14-0267-136 FW3-P-33 0-7.5 8.9 13 6 8723

14-0267-137 FW3-P-34 5-6.5 1179283.825 848353.848 4068.451 27.5 0.018

14-0267-138 FW3-P-34 10-11.5 7

14-0267-139 FW3-P-34 15-16.5

14-0267-140 FW3-P-34 20-21.5

14-0267-141 FW3-P-34 0-10.0 58 108 13.5 8.9 19 7 1342

14-0267-142 FW3-P-35 5-6.3 1177544.558 848430.194 4081.418 4.44

14-0267-143 FW3-P-35 7.5-9.0 6

14-0267-144 FW3-P-35 10-11.5

14-0267-145 FW3-P-35 20-21.5

14-0267-146 FW3-P-35 0.5-6.0 122 10.5 8.4 30 10 2416

14-0267-147 FW3-P-36 2.5-4.0 1175097.664 848417.690 4074.33 5

14-0267-148 FW3-P-36 5-6.5

14-0267-149 FW3-P-36 10-11.5 7.49

14-0267-150 FW3-P-36 25-26.5

14-0267-151 FW3-P-37 5-6.5 1174644.901 849302.542 4067.486 4 113.5

14-0267-152 FW3-P-37 10-11.5

14-0267-153 FW3-P-37 15-16.5 7

14-0267-154 FW3-P-37 25-26.5 SC 25 9

14-0267-155 FW3-P-37 0-6.0 8 16 7 6375

14-0267-156 FW3-P-38 5-6.5 1173867.224 850876.747 4057.179

14-0267-157 FW3-P-38 10-11.5 40.6 0.630

14-0267-158 FW3-P-38 15-16.5 CL 35 19

14-0267-159 FW3-P-38 25-26.5 11

14-0267-160 FW3-P-39 2.5-4.0 1172863.003 850876.819 4053.338

14-0267-161 FW3-P-39 5-6.5 14.94

14-0267-162 FW3-P-39 10-11.5 CL 31 15

14-0267-163 FW3-P-39 20-21.5 12

14-0267-164 FW3-P-39 8-10.0 8.4 31 10 *

14-0267-165 FW3-P-40 5-6.5 1172653.981 852066.174 4056.528 4

14-0267-166 FW3-P-40 7.5-9.0 42.8 1.104

14-0267-167 FW3-P-40 20-21.5

14-0267-168 FW3-P-40 6-10.0

14-0267-169 FW3-P-41 5-6.5 1172679.369 853216.795 4100.59

14-0267-170 FW3-P-41 10-11.5 2 106.3

14-0267-171 FW3-P-41 25-26.5 2

14-0267-172 FW3-P-41 0-10.0 8.5 30 8 5033

14-0267-173 FW3-J-42 2.5-4.0 1172777.367 854794.319 4075.863

14-0267-174 FW3-J-42 10-11.5 37.1 1.114

14-0267-175 FW3-J-42 15-16.5 CL 31 17

14-0267-176 FW3-J-42 25-26.5

14-0267-177 FW3-J-42 35-36.5

14-0267-178 FW3-J-42 40-41.5 8

14-0267-179 FW3-J-42 15-17.5 8.4 15 10 1476

Direct Shear Corrosion SuiteProctor

TABLE B-1 - LABORATORY DATA SHEET

8-Aug-14 ``

R-Value Sample Boring ID Sample Northing Easting Elevation Moisture In-situ Class'n LL PI Consol/ Internal Cohesion at Expansion U.U

ID Depth (ft) (ft.) Content Unit Wt USCS % Swell Friction (ksf) 300 Maximum Optimum Index pH Sulfate Chloride Resistivity Triaxial % pcf % Angle, ᶲ (psi) Density Moisture (SU) (ppm) (ppm) (ohm-cm) (psi)

14-0267-180 FW3-J-43 5-6.5 1172480.445 855033.841 4072.859 29.9 0.498

14-0267-181 FW3-J-43 15-16.5 CL 32 14 79.62

14-0267-182 FW3-J-43 20-21.5

14-0267-183 FW3-J-43 30-31.5 SC-SM 22 6

14-0267-184 FW3-J-43 40-41.5 10

14-0267-185 FW3-J-43 5-10.0 52 117.5 10 8.7 17 30 2550

14-0267-186 FW3-P-44 5-6.5 1173599.245 856950.615 4082.315 4 102.5

14-0267-187 FW3-P-44 0-10.0 119 10.5

14-0267-188 FW3-P-45 5-6.5 1173743.880 857921.981 4101.564 7

14-0267-189 FW3-P-45 7.5-9.0 4.08

14-0267-190 FW3-P-45 15-16.5

14-0267-191 FW3-P-45 5-10.0 8.7 17 7 6509

ProctorDirect Shear Corrosion Suite

Client:

Attn:

Project Name:

CH2M Hill

PO Box 241329

Denver, CO 80224-

Wendy Christofferson

ENMRWS FW3

Project Manager: Ralph Crockett SOILS I AGGREGATES

MOISTURE CONTENT OF SOIL (ASTM 02216·10) AND IN-SITU DENSITY

Lab # Color & Type of Material Sample Source

14-0267-003 See Bore Log FW3.P.l@10.0'

14-0267-004 See Bore Log FW3 - p-, @ 20.0'

14-0267-007 See Bore Log FW3 - P-2 @ 15.0'

14-0267-010 See Bore Log FW3 - P-3 @ 15.0'

14-0267-013 See Bore Log FW3 - P-4 @ 20.0'

14-0267-017 See Bore Log FW3 - P-5 @ 20.0'

14-0267-022 See Bore log FW3 - P-6 @ 20.0'

14-0267-026 See Bore l og FW3 - P-7@ 15.0'

14-0267-029 See Bore log FW3 - P-8@20,O'

14-0267-032 See Bore log FW3 - P-9@7.5'

14-0267-035 See Bore log FW3 - P-l0@5,O'

14-0267-036 See Bore log FW3-P-10@7.5'

14-0267-040 See Bore l og FW3-P-ll@10.0'

14-0267-044 See Bore log FW3-P-12@15.0'

14-0267-048 See Bore log FW3-J-13@15.0'

14-0267-051 See Bore log FW3 - J -13@35.0'

14-0267-052 See Bore l og FW3-P-16@5.0'

14-0267-053 See Bore log FW3-P-16@15.0'

14-0267-058 See Bore log FW3 - P-17@ 15.0'

14-0267-059 See Bore log FW3-P-17@20,O'

14-0267-063 See Bore log FW3 - P-22@ 15,0'

14-0267-069 See Bore log FW3 - J-14@30,0-31,5'

14-0267-072 See Bore log FW3 - P-15@5.0-6.5'

14-0267-074 See Bore log FW3 - P-15@20.0-21.5'

14-0267-076 See Bore log FW3 - P-18@2.5-4.0'

14-0267-081 See Bore log FW3 - P-19@7.5-9.0'

14-0267-083 See Bore l og FW3 - P-19@20.0-21 .5'

14-0267-086 See Bore log FW3 - P-20@1O.0- 11.5'

14-0267-090 See Bore l og FW3 - P-21 @ 7.5-7.8'

14-0267-091 See Bore log FW3 - P-21 @15.0-16.0'

14-0267-095 See Bore log FW3 - P-23@20.0-21 .5'

·Sample contains more than one type of material.

Distribution: Client 0 File:

AMEC Environment & InlraSlll.lClure. Inc.

8519 Jefferson NE Albuquerque, NM 87113 Tel 505821 1801 Fax 5058217371

.-J Supplier: .-J Email: 0

WHW.amec.com

Test Method

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

Other:

amec& Report Date: May 29, 201 4

Project #: 13-517-00005.2

Report #: 1762

Work Order #: 1

Sampled By: Carlton Pine

Date Sampled: 4/111201 4

Oven Mass less Material Mo isture Temp_ than Min T,pe (%)

(e) Req.

110 D D 12

110 D D 14

110 D D 10

110 D D 10

110 D D 13 110 D D 11

110 D D 9 110 D D 7

110 D D 19 110 D D 6

110 D D 5

110 D D 8

110 D D 6

110 D D 11

110 D D 11

110 D D 12

110 D D 5

110 D D 8

110 D D 9 110 D D 7

110 D D 8 110 D D 8 110 D D 7

110 D D 9 110 D D 8 110 D D 14

110 D D 8 110 D D 14

110 D D 4

110 D D 12

110 D D 7

Dry Density

119.7

95.9

99.6

113.7

101 .0

112.1

117.4

Client: CH2M Hill

PO Box 241329

Denver, CO 80224-

Attention: Wendy Christofferson

Project Name: ENMRWS FW3

Project Manager: Ralph Crockett

Soil Sample l ocation Class. L.L. P.L #200 #100 #50 #40 #30 #16

FW3- P-1 @ 2.5' CL 27 12 52 82 97 99 100

FW3· P.2@ 7.5' CL 24 10 56 66 72 74 76 80

FW 3 - P-J@7.5' SC-SM 20 5 46 63 74 77 79 83

FW3 - P-4 @ 10,0' CL 25 13 53 73 86 89 91 94

FW3 - P-S@2.S' 54 84 97 99 100

FW3 - P-5@ 10.0' SC 22 10 4' 80 96 98 99 100

FW3 - P-6@ 7.S' CL 23 11 63 85 96 98 98 99

FW3 - P-6@ 15.0' 44 77 94 96 98 99

FW3 - P-7@ 2.S' 61 '0 99 99 100

FW3 - P-7@ 10.0' 55 84 95 97 98 98

FW3 - P-8@ 5 .. -6.0" 35 59 72 75 77 81

FW3 - P-8@ 1S.0' ' 4 57 75 79 80 83

FW3 - P-9 @ 2.S' 46 83 97 98 99 100

FW3 - P-9 @ S.O' 62 84 93 95 96 96

FW3-P-10@2.S' 33 45 54 58 61 68

Distribution: Client 0 File: 6Zl Supplier: ~ Email: 0 Other:

AMEC Environment & Infrastructure, Inc.

8519 Jefferson NE Atbuquerque, NM 87113 Tel 5058211801 Fax 5058217371 WW'W.ameC.com amec!i Report Date: April 23, 201 4

Project #: 13-517-00005.2

Work Order #: 1

Sampled By: Carlton Pine

Date Sampled: 4/1112014

Sieve Analaysis (ASTM C117·04/C136·06)

Plasticity Index (ASTM 04318·10)

SOILS I AGGREGATES Soil Classification (ASTM 02487·10)

Sieve Sizes Sieve Result are as Percent Passing.

L,.

#10 #8 #4 114" 3/B" 1/2" 3/4' 1" 1114" 1112" 2" 2 112" '" '" 12" Number

14-0267-001

83 84 '0 95 96 100 14-0267-006

87 88 93 98 99 100 14-0267-008

96 97 100 14-0267-012

14-0267-01 4

14-0267-016

99 99 100 14-0267-019

99 99 100 14-0267-021

14-0267-023

99 99 99 99 99 100 14-0267-025

84 85 '0 96 98 100 14-0267-027

84 84 85 86 87 87 100 14-0267-028

14-0267-030

97 97 98 98 98 98 100 14-0267-031

75 78 88 98 99 100 14-0267-034

Denver, CO 80224-

Attention: Wendy Christofferson

Project Name: ENMRWS FW3

Project Manager: Ralph Crockett

Soli Sample location Class. L.L. PJ. #200 #100 .50 #40 #30 #16

FW3· P.10@ 10,0', 19 32 39 41 43 47

, 1.0'

FW3 - P· 11 @7.5' 32 74 96 98 98 99

FW3 -P-l1@15.0' 34 53 67 70 73 78

FWJ - P-12@ 5.0' 41 71 84 86 87 88

FW3 - J-t3@2.5' 44 80 96 98 99 100

FW3-J-13@7.5' CL 25 14 55 82 95 97 9B 99

FW3 - J-13@25.0' 28 55 77 82 86 90

FW3 - P-16@0-5' 13 72 97 99 99 100

fW3-P-16@7.5- 39 57 65 67 69 72 10.0'

FW3 - P-17@7.5' CL 23 12 61 84 95 97 98 99

FW3 - P-22@7.5' 37 61 86 91 93 94

fW3 - P-22 @ 0-5' 23 71 96 98 99 100

FW3 - J-14@7.5- 57 80 93 95 96 98

9.0'

Distribution : Client 0 File: ~ Supplier: ~ Email : 0 Other:

AMEC Environment & Infrastructure, Inc.

85Hil Jefferson NE Albuquerque. NM 87113 Tel 5058211801 Fax 5058217371 WWW.lmK.tom amec& Report Date: April 23, 201 4

Project # : 13-517-00005.2

Work Order # : 1

Sampled By: Carhon Pine

Date Sampled: 4f1112014

Sieve Analaysis (ASTM CI 17'()4ICI36'()6)

Plasticity Index (ASTM 04318·10)

SOILS I AGGREGATES Soil Classification (ASTM 02487-10)

Sieve Sizes Sieve Result are as Percent Passing .

L.b '10 .. #4 114" 3/8" 112" 314' 1" 1 1/4" 1 1/2" 2" 21/2" 3" '" 12" Number

50 53 60 71 75 87 100 14·0267·037

99 99 99 100 14-0267-039

82 82 87 93 98 100 14·0267·04 1

89 89 90 91 92 92 92 100 14-0267-042

14·0267-045

100 14-0267-046

90 90 90 " 91 91 100 14-0267-049

14-0267-054

7. 75 84 91 95 96 100 14-0267-055

99 99 100 14-0267-056

94 9' 95 95 97 100 14-0267-062

14-0267-064

98 98 99 100 14-0267-066

Clie nt: CH2M Hill

Denver, CO 80224-

Attention: Wendy Christofferson

Project Name: ENMRWS FW3

Project Manager: Ralph Crockett

Soil Sample Location Class. L.L. P.1. #200 #100 #50 #40 #30 #16

FW3-J-14@20,O- 22 49 73 77 80 84

21 .5'

FW3· J-t4 @35.0- 13 43 73 80 84 88 36.5'

FW3 - P-1S@ 10- 12 21 31 35 39 47

11 .5'

FW3 - P·lS@2.5- 20 31 37 39 40 43 5.0'

FWJ· p·tS@ 5.0- 23 76 95 98 99 100 6.5'

FW3-P-18@15- 56 '" 93 94 95 95

16.5'

FW3-P-19@7.5- 44 6' 90 95 97 100

9.0'

FW3-P-19@ 15.0- 36 65 82 86 91 95

16.5'

FWJ - P-20@ 2.5- 25 74 98 99 100

4.0'

FW3 - P-20@ 15.0- 31 55 76 80 83 87

16.5'

Distribution: Client 0 File: ~ Supplier: ~ Email: 0 Other:

AMEC Environmant & Inlrastructllre. loc.

8519 Jefferson NE Albuquerque, NM 87113 Tel 5056211801 F8lC 5058217371 _ .amec.com ame& Report Date: April 21 , 201 4

Projec t Ii: 13-517-00005.2

Work Ordor II : 1

Sampled By: Carlton Pine

Date Sampled: 411112014

Sieve Analays is (ASTM Cl17-G41C136-06)

Plasticity Index (ASTM 04318-10)

SOILS I AGGREGATES Soil Classification (ASTM 02487·10)

Sieve Sizes Sieve Result are as Percent Passing.

L,.

#10 #8 #4 114" 3/8" 112" 3/4' 1" 1114" 1 112" '" 2 112" 3" '" 12" Number

87 89 91 95 95 100 14·0267-068

89 89 91 " 95 98 100 14·0267·070

54 57 69 82 91 100 14-0267-073

47 49 57 73 82 94 100 14-0267-075

14·0267·077

96 96 96 97 100 14-0267-079

14-0267-081

96 96 97 100 14.0267-082

14-0267-084

89 89 92 97 " 100 14-0267-087

Denver, CO 80224·

Attention: Wendy Christofferson

Project Name: ENMRWS FW3

Project Manager: Ralph Crockett

Soil Sample l ocation Class. L.L. P.I. #200 #100 #50 #40 #30 #16

FW3 - P·2! @2.5· 26 68 93 96 98 100

4.0'

FW3· P-21 @ 5· 43 73 88 90 92 94

10.0'

FW3 - P-23@ 10.0- SC 26 10 " 62 88 94 97 99

11.5'

FW3 - P-2l @ 0-5' 20 67 96 99 100

FW3 - P.24@ 10.0- SC 25 12 47 69 91 95 98 99

11.5'

FW3 - P-25 @ 5.0- 31 73 95 98 99 100

6.5'

FW3 - P-25@ 15- SC 28 13 38 63 88 94 97 98

16.5'

FW3 - P-26@ 5.0- 38 58 88 95 98 100

6.5'

FW3 - P-26@ 10.0- 22 " 79 89 95 99

11 .5'

FW3 - P-27 @ 2.0- 36 6' 89 96 99 100

4.0'

Distribution : Client 0 File: ~ Supplier: ~ Email : 0 Other:

AMEC Environment & Infrastructurl. Inc.

8519 Je/fefsoll NE Albuquerque. NM 87113 Tel 505821180\ FBJ( 5058211371 WNW amec.com amec!J Report Date : April 23, 2014

Project#: 13-517-00005.2

Work Order II : 1

Sampled By: Carlton Pine

Date Sampled : 411 112014

Sieve Analaysis (ASTM CI17'()41CI36-06)

Plasticity Index (ASTM 04318·10)

SOILS I AGGREGATES Soil Classification (ASTM 0 2487·10)

Sieve Sizes Sieve Result are as Percent Passing. L., #10 #8 #4 1/4" 3/B" 112" 314' 1" 1 114" 1 112" 2" 2 1/2" 3" 6" 12" Number

14-0267-089

95 96 97 99 100 14·0267·092

100 14-0267-094

14-0267-096

99 100 14·026Hl98

14-0267-101

98 98 98 99 100 14-0267-104

14-0267-106

99 99 99 100 14-0267-108

14-0267-111

Denver, CO 80224-

Attent ion: Wendy Christofferson

Project Name: ENMRWS FW3

Project Manager: Ralph Crockett

Soli Sample location Class. L.L. P.I. #200 #100 #50 #40 #30 #16

FW3 - P-27@ 15.0- 23 43 77 88 93 96

16.5'

FW3 - P-2S@ 5.0- SC 36 19 46 61 63 91 95 99

6.5'

FW3 - P-2S@ 10.0- 26 43 68 82 94 100

11 .5'

FW3 - P-29@ 10.0- 17 35 74 90 97 99

11.5'

FW3 • P-30 @ 2.5- 46 58 74 81 86 95

4.0'

FW3 - P-31 @ 10.0- CL 24 9 57 66 82 86 88 91

11 .5'

FW3 . P-32 @ 5.0- 15 45 85 93 97 100

6.5'

FW3 - P-32@7.5- CH .. 54

9.0'

FW3- P-33@ 5.0- 65 36 90 97 99 100

6.5'

FW3· P-34@ 15.0- 43 54 69 77 81 85

16.5'

Distribution: Client 0 File: ~ Supplier: ~ Email: 0 Other:

AMEC Environment & Infrastructure , loc.

8519 Jeffersoo NE Albuquerque. NM 87113 Tel 5058211801 fax 5058217371 _amec.com amec!1 Report Date: April 28, 2014

Project#: 13-517-00005.2

Work Order # : 1

Sampled By: Carlton Pine

Date Sampled: 411112014

Sieve Analaysis (ASTM C117 -04/CI36-06)

Plasticity Index (ASTM 0431 8-10)

SOILS I AGGREGATES Soil Classification (ASTM 02487.10)

Sieve Sizes Sieve Result are as Percent Passing .

L.b #10 #8 #4 1/4" 318" 112" 314' 1" 1 114" 1112" 2" 21 /2" 3" '" 12" Number

96 96 97 98 98 100 14-0267-114

100 14-0267-116

14·0267· 117

99 99 99 99 99 100 14-0267·120

98 99 100 14-0267-123

92 92 93 95 95 100 14.0267· 127

14-0267-130

14-0267-131

14·0267· 133

87 88 90 93 96 97 100 14·0267· 139

Denver, CO 80224-

Attention: Wendy Christofferson

Project Name: ENMRWS FW3

Project Manager: Ralph Crockett

Soli Sample Location Class. L.L. p ,l. #200 #100 #50 #40 #30 #16

FW3 - P-34 @ 20.0- 29 45 76 88 94 100

21 .5'

FW3 - P-34 @ 0- 4.7 39 89 95 99 100

10.0'

FW3 - P-3S @ 10.0- 23 46 89 96 99 100

11.5'

FW3 • P-lS @ 20.0- 20 57 93 97 99 100 21.5'

FW3 - P-3S@ 0 .5- 23 59 91 95 98 98

6.0'

FW3 - P-36@ 5.0- 25 66 96 98 99 100

6.5'

FW3 - P-36 @ 25.0- 43 64 77 79 81 81

26.5'

FW3 - P-37@ 10.0- 22 64 94 97 " 100

11 .5'

FW3 - P-37 @ 25.0- SC 25 9 32 52 79 86 91 94

26.5'

FW3 - P-38 @ 5.0- 28 62 96 98 " 100

6.5'

Distribution: Client 0 File: ~ Supplier: ~ Ema il : 0 Other:

AMEC Environment & Infrastructure, IrIC.

8519 Jefterson NE Albuquerque, NM 87113 Tel 5058211801 Fax 5058217371 __ .mee.eorn amecfi Report Date: April 24, 201 4

Project#: 13-517-00005,2

Work Order #: 1

Sampled By: Carlton Pine

Date Sampled : 4" 112014

Sieve Analays is (ASTM Cl11-04ICI36·06)

Plasticity Indell (ASTM 0 4318·10)

SOILS I AGGREGATES Soil Classification (ASTM 02487·10)

Sieve Sizes Sieve Result are as Percent Passing.

L •• #10 .. #4 114" 318" l iZ" 3/4' 1" 1 114" 1112" 2" 2112" 3" 6" 12" Number

14-0267-1 40

14-0267-1 41

14-0267-144

14-0267-145

98 9' " 100 14-0267-1 46

14.{)267-1 48

81 82 83 85 87 87 90 100 14.{)267-150

14.{)267-152

95 95 96 96 97 97 100 14'{)267-154

14'{)267·156

Denver, CO 80224-

Attention: Wendy Christofferson

Project Name: ENMRWS FW3

Project Manager: Ralph Crockett

So il Sample Location Class. L.L. P.1. #200 #100 #SO #40 #30 #16

FW3 - P-38 @ 15.0· CL 35 19 65 73 82 82 83 84

16.5'

FW3· P-39 @ 2.5· 25 71 96 99 99 100

4.0 '

FW3 - P-J9@ 10.0- CL 31 15 55 72 85 89 92 9'

11.5'

FW3 - P-40@ 20.0- 29 ' 9 82 92 97 100

21 .5'

FW3 - P-4Q@6.0- 29 71 95 98 99 100

10.0'

FW3 - P-4 1 @ 5.0- 8.9 " 90 96 99 100

6.5'

FW3 - J-42@ 2.5- 20 25 61 94 100

4.0'

FW3 - J-42@ 15.0- CL 31 17 52 77 95 97 98 100

16.5'

FW3 - J-42 @ 25.0- 42 67 87 91 95 99

26.5'

FW3 - J-42 @ 35.0- 28 45 67 75 80 82

36.5'

Dis tribution : Client 0 File: ~ Supplier: ~ Ema il: D Other;

AMEC EnYil"Ollmenr & Inlrastructure, Inc:.

8519 Jefferson NE Albuquerque. NM 87113 Tel 5058211801 Fax ~58217371 WWN amec:: .com amec!J Report Date: April 29, 201 4

Project': 13-517-00005.2 Work Order # : 1

Sampled By: Carllon Pine

Date Sam pled: 4111/2014

Sieve Analaysis (ASTM Cl 11·04lC1 36.(16)

Plasticity Index (ASTM 04318-10)

SOILS I AGGREGATES Soil Classification (ASTM 02487-10)

Sieve Sizes Sieve Result are 35 Percent Passing.

Lob #10 #8 #4 114" 318" 112" 3/4' 1" 1 114" 1112" '" 2 112" '" '" 12" Number

85 86 87 91 91 95 100 14-0267-158

14·0267·160

93 9' 9S 98 100 14-0267-162

14·0267·167

14-0267-168

14-0267-169

14-0267-173

14-0267-175

99 99 99 100 14-0267-176

84 85 88 92 95 98 100 14-0267-177

Denver, CO 80224-

Attention:

Project Name:

Wendy Chrislofferson

ENMRWS FW3

Project Manager: Ralph Crockett

Soil Sample Location Class.

FW3 - J-43@ 15.0-

16.5'

FW3 - J-43 @ 20.0-

21.5'

CL

FW3 - J-43 @ 30.0- SC-SM

31.5'

FW3 - J-43 @ 5.0-

10.0'

FW3 - P-44 @ 0-

10.0'

FW3 - P-4S@ 15.0-

16.5'

FW3 - P-45 @ 5.0-

10.0'

L.L. P.1.

32 14

22 6

SOILS I AGGREGATES

Sieve Sizes

#200 #100 #50 #40 #30 '" #10 #8 .. 114" 318" 112"

22 61 91 94 97 100

42 65 85 92 96 99 99 99 99 100

19 48 91 95 97 98 98 98 99 100

20 58 93 98 100

13 57 96 99 100

15 57 95 98 99 100

Distribution: Client 0 File: ~ Supplier: ~ Email: 0 Other:

AMEC Environment & Inlrastructure, IrIC.

8519 Jefferson NE Albl.lquerque, NM 87113 Tel 5058211801 Fax 5058217371 ~amec.com

314' ame& Report Date: May 01, 201 4

Project# : 13-517-00005.2

Work Order #: 1

Sampled By: Carlton Pine

Date Sampled: 4'1 112014

Sieve Analaysls (ASTM C1 17-041C136-06)

Plasticity Index (ASTM 04318-10)

Soil Classification (ASTM 02487-10)

Sieve Result are as Percent Passing.

L,b

1" 1 114" 1 112" 2" 2112" 3" 6" 12" Number

14-0267-181

14-0267-182

14-0267-183

14-0267-185

14-0267-187

14-0267-190

14-0267-191

LIQUID LIMIT. PLASTIC LIMIT. PLASTICITY INDEX

Project: ENMRWS FW3

Client: C H2M Hill

ColorfType Material:~S~e~e,-"B~o~re,-=L~O,,--a _____________ --1 Sample Source: FW3-P-1 @ 2.5'4.0'

Test Designation:~A~S~T~M",-,D",,4~3~18,,--_____________ ---, Procedure Method: 8.

Preparation Method: Wei

LIQUID LIMIT

an Number:

Number of Taos: 29 24 19

·a) Wgt Can & Wet Soil 24.45 23.17 22.26

b) Wgt. Can & Drv Soil 21.78 20.67 19.80

c) Wgt. Water (a-b) 2.67 2.50 2.46

d) Wgt. Can 11 .61 11.53 11 .21

e) Wot. DOl So;llb-d) 10.17 9.1 4 8.59

IIf) % Moisture (fcle)·100) 26.3% 27 .4% 28.6%

"" 27

• 2. , ""-

• '. ~ 25 ..

2.

10 2S

Number of Taps

Liquid Limit: __ ~2~7 __ Plastic Limit: __ '~5,---_

I

I I

CONDITION OF MATERIAL AS RECEIVED: Technician: Janel Greene

ACCEPTABLE NOT ACCEPTABLE

Oal" 01 Pre-paralioo; March 25. 2002 R"""5ioo No .. 1 Dale 01 Rev,.""" J"'~ 1, 2002

Job No. 13~517-00005.2

Work Order No. f-''-----------l Lab No. 14-0267-001

Sampled By: Carlton Pine

Date Sampled: ~4"-11-,-1,,1,,20,,,1,,4'--___ _ -I Date Due '---_ _ _ _____ ---'

PLASTIC LIMIT

18.72 18.23

17.78 17.34

0.94 0.89

11.62 11 .54

6.16 5.80

15.3% 15.3%

I I

I I I

Plasticity Index: __ ~1~2~_ amecf1

LIQUID LIMIT, PLASTIC LIMIT, PLASTICITY INDEX

Client: CH2M Hill

ColorlType Material: pS"e"e"Be;o"'r."e"L""'oo'---___________ ---1 Sample Source: FW3-P-2 @ 7.5'-9.0'

Test Desjgnatjon : ~A"S'-T"M!!..!D,,4,,3,,1"'8'___ ___________ ___'

Procedure Method: 8.

Preparation Method: ~

LIQUID LIMIT

Can Number:

Number of Taps : 23 29 19

a) Wgt. Can & Wet Soil 21.82 22.59 22.75

b) Wat. Can & Dry Soil 19 .70 20.43 20.44

c) Wgt. W.ter (.-b) 2.12 2.16 2.31

d) Wqt. Can 11 .00 11 .34 11 .37 e ) Wgt. Dry So;1 (b-<l) 8.70 9.09 9.07

(f) % Mois ture ((e/e)"100) 24.4% 23.8% 25.5%

2. I

• 26 , ~ 25

24 --

21 I I I 20

10 25

Number of Taps

Liquid Limit: _--,2,,4 __ Plas tic Limit: _--=1,,4 __

I

I

CONDITION OF MATERIAL AS RECEIVED: Technician : Janet Greene

ACCEPTABLE NOT ACCEPTABLE

0_ cI P'_MOon MarCIl 25. 2002 ReviS""" No 1 Dati cI ReYisoon, July 1, 2002

Job No.: 13-517-00005.2

Work Order NO. : f-1'---_______ -i Lab No.: 14-0267-006

Sampled By: Carlton Pine

Date Sampled: f4"' -'-11,,'=2,,0-'-14::..... ____ -I Date Due '-_______ ---'

PLASTIC LIMIT

19.67 20.80

18.68 19.72

0.99 1.08

11.42 11.73

7.26 7.99

13.6% 13.5%

I I I

I I I I I I

I I I I I I I

I I

Plasticity Index: __ 1,,0,--_ ameC-Y

Client: CH2M Hill

Colorrrype Material:~S"e",e,-,B"o,",e"-"Lo,,,,-a ___________ -I Sample Source: FW3-P-3 (@ 7.5'-9,0'

Test Designation:~A"S,-!T,"M"-,,D,,4,,-31,,8,---_______ ____ -.J

Procedure Method: 8.

Preparation Method: Wei lu.rn Con I

27 24 16

. Con & w.t 'nil noo ?1.RR 2142 lI'b) Wat. Can & DN SoH 21 .46 21.77 19.65

. w"., ".hl 7.04 7 00 1.77

"d) Wot. Can 11 .02 11 .27 11 .14 nN 'nil Ih."' 1044 10.00 R.01

~'I. ; ,1/".1'1001 '~ laaOf. ~

21 • , " 20 ·0

'" 19

I --- t-.

10 25

NumberofTaps

Liquid Limit: _--,2~0 __ Plastic Limit: _ -2i'5'---_

I

I

I

I

I

CONDITION OF MATERIAL AS RECEIVED: Technician: Janet Greene

ACCEPTABLE NOT ACCEPTABLE

Date 01 Pr&pa<atf()r1; March 25. 2002 ReviSIOn No,: 1 Da!& 0/ ReVIMln. jul~ 1, 2002

Job No.: 13-517-00005.2

Work Order No.:!-" _______ -I Lab No.: 14-0267-008

Sampled By: Carlton Pine

Date Sa m pled: 1-'4"-/''-''-''/2,,0,,',,4 ____ --1 Date Due '---______ ---' p~

19.66 20.77

18.59 19.61

1.07 1.16

11 .23 11 60

7.36 8.01

14.5% 14.5%

I

Plasticity Index: _-,5,--_ amec&

Client: CH2M Hill

ColorlType Material :rS"e"e"s"'o"r"e-'L"o"'--9 ____________ --1 Sample Source: FW3-P-4 @10.0'-11 .5'

Test Designation:e.A"S"T"M"-=O'-4,,3,,1,,8 ____________ --'

Procedure Method: 8

Preparation Method: Wet

LIQUID LIMIT

an Number:

Number of Taps: 35 30 21

a) W\1t. Can & Wet Soil 25.19 22.90 24.42

b) Wgt. Can & Dry Soi l 22.53 20.67 21.87 cl W\1t. Water (a-b) 2.66 2.23 2.55 dJ Wgt. Can 11 .27 11 .37 11.68 eJ Wqt. D", Soil (b-dJ 11 .26 9.30 10. 19

In % Moisture (le/e)' 100) 23.6% 24.0% 25.0%

26 I I

• ~ 25 ·0

" 24

I

I

I

I 10 2S

Number of Taps

Liquid Limit: _--,2",5 __ Plastic Limit: _---",,2 __

I

I

I

I

I

I

CONDITION OF MATERIAL AS RECEIVED: Technician: Janel Greene

ACCEPTABLE NOT ACCEPTABLE

Dale 01 Preparat"""- Marth 25. 2002 Rev,"""" No .. , Date of Revis"",_ J"'y 1, 2002

Job No.: 13-517-00005.2

Work Order NO. :1-1'-_ ______ -i Lab No.: 14-0267-012

Sampled By: Carlton Pine

Date samp led:1'4::./.:.11,,1,,20,,1.:.4'---____ -1 Date Due L _ ______ ---'

PLASTIC LIMIT

18.98 19.34

18. 15 18.46

0 .83 0 .88

11.45 11 .33

6.70 7.13

12,4% 12.3%

I I

I I

I I I I

I I I

I

I I I I I

Plasticity Index: __ -,-'3,-_ ame&

Client: CH2M Hill

ColorfType Material:pS" e"e"S"o"'r"'e"L"O"'-O ____________ --l Sample Source: FW3-P-5 @ 10.0'-11.5'

Test Oesignation:eA"Se.T"M!C-'0,,4,,3,,1"'S'---_________ __ --'

Procedure Method: 8.

Preparation Method: Wei

LIQUID LIMIT

Can Number:

Number of Taps: 27 23 20

a) Wgt. Can & Wet Soil 23.41 21.64 22.90 b} Wat. Can & 01'{ Soil 21.35 19. 71 20.73

c) Wgt. Water (a-b) 2.06 1.93 2.17 d} Wat. Can 11 .87 11.23 11.49

e) WQt. Dr{ So;1 (b-d) 9.48 8 .48 9 .24

11m % Moisture ((c/et100) 21.7% 22.8% 23.5%

'6 • ~ 25 ·0

" • 24

"-22

10 25

Number of Taps

Liquid Limit: _--,2",2 __ Plastic Limit: _ ---"-"' _ _

I

I I I

I I

CONDITION OF MATERIAL AS RECEIVED: Technician: Janel Greene

ACCEPTABLE NOT ACCEPTABLE

Oal .. of P'&p<W"al;Otr M",d125. 2002 RevoSlOtl No 1 Dal .. 01 Re vos,Ot·,. July 1. 2002

Job No.: 13-517-00005.2

Work Order NO. : ~',-_______ ~

Lab No. : 14-0267-016

Sampled By: Carlton Pine

Date Sa m pled: ~4,,-/ l!.1,,1=-2 0,,',,4'---____ 4 Date Due '-_______ -'

PLASTIC LIMIT

20.60 20.85

19.56 19.86

1.04 0.99

10.91 11.65

8.65 8.21

12.0% 12.1%

I I I I I I I I I I I I I I I I

Plastic ity Index: __ ,,1 0,-_

Client: CH2M Hill

ColorfType Material :!'S"e"e"s"'o"'r."e"L=ogL-___________ -----j

Sample Source: FW3-P-6@. 7.5'-9.0'

Test Des ignation : ~A!:S'-T"M!!..!D'-4,,3,,1"'8'___ ___________ _____'

Procedure Method : 8.

Preparation Method: ~

LIQUID LIMIT

Can Number:

Number of Taps: 35 23 20 a} Wat. Can & Wet Soil 21.50 22.07 21.24

b) Wgt. Can & Dry Soil 19.62 20.08 19.32 c} Wet. Water la-b} 1.88 1.99 1.92

d) Wgt. Can 11 .0 1 11 .34 11 .37 ej Wgt. 0.,. SoB 'b-<ll 8.61 8.74 7.95

(f) ./. Moisture (fc/e)·1001 21.8% 22.8% 24 .2%

I

'6 • ~ 25 ••

~ I I • ~ I I

I I '0 10 25

Number o f Taps

Liquid Limit: _--,',,-3 __ Plastic Limit: _-,1.,;' __

I

CONDITION OF MATERIAL AS RECEIVED: Technician: Janet Greene

ACCEPTABLE NOT ACCEPTABLE

08le a/ Prepatetoon Ma<ch 25, 2002 RItYt$lOI'\ NO I oate a/ R .... sion July I , 2002.

Job No.: 13-517-00005.2

Work Order No.: ~1'---_______ -l lab No.: 14-0267-019

Sampled By: Carlton Pine

Date Sampled: 1'4,,' .:.11,,'=2,,0,,14'--____ -1 Date Due L _______ ---'

PLASTIC LIMIT

20.07 20.89

19. 13 19.90

0.94 0.99

11.43 11 .74

7.70 8.16

12.2% 12.1%

I I I I I I I

I

I I

I I I I I I I

I I I I I

Plasticity Index: __ 1'-1'---_ amecfj

Client: CH2M Hill

ColorfType Material : fS"e"e"B"'o"'r"'e"L=og'---___________ --I Sample Source: FW3·J·1 3@7.5'·9.0'

Test Oesignation : ~A"S:.T"M"-'D:.4,,3,,1"'B'___ ___________ _____'

Procedure Method: A

Preparation Method: We!

LIQUID LIMIT

Can Number:

Number of Taps: 35 23 15

a) WQt. Can & Wet Soil 20.42 22.56 21.16

b) Wgt. Can & Dry Soil 18.64 20.30 19.06

c) Wqt. Water (a -b) 1.78 2.26 2.10

d) Wgt. C.n 11.02 11 .27 11 .21 el Wot. ON So)1 {b-<ll 7.62 9.03 7 .85

~% Moisture Itc/e)·100) 23.4% 25.0% 26.8% e ~ 25 ·0

1 1

~ 1

'" 1

1'--.. 1

I 1 1

1 1

1 1 20 10 2S

NumberofTaps liquid limit: _-,2,,5 __ Plastic limit: _--,1-,1 __

CONDITION OF MATERIAL AS RECEIVED: Technician: Jane! Greene

ACCEPTABLE NOT ACCEPTABLE

Dale of p,.eP"fauon Match 25. 2002 RIM"""" NO I Dale of R .... sIon Jut)' I . 2002.

Job No.

Work Order No.

lab No.

Sampled By

Date Sampled

Date Due

19.95

19.07

0 .88

11 .25

7.82

11 .3%

1 1

1 1

1 1

1 1

, 13-517-00005.2

, 1

, 14-0267-046

: Carlton Pine

, 4/11 /2014

PLASTIC LIMIT

20.64

19.74

0.90

11 .74

8.00

11 .3%

1 1

1 1

1 1

1 1

1 1

1 1 1

1 1 1

Plasticity Index: __ ,,14,-_ amec!i

Client: CH2M Hill

ColorfType Material : fS"e"e"S"o::;r"'e"L=og'---___________ ----I Sample Source: FW3-P-17@7.5'-9.0'

Test Designation:eA.::S"T"M=D,,4:.:3,,1"'S'-___________ ----'

Procedure Method: 8.

Preparation Method: WeI

LIQUID LIMIT

Can Number:

Number of Taps: 28 23 15

a) Wqt. Can & Wet Soil 23.58 23.79 22 .30

b) Wgt. Can & Dry Soil 21.37 21.40 20.06

c) Wqt. Water (a-b) 2.21 2.39 2.24

d) Wgl. Can 11 .61 11 .53 11 .21 el WQI. Drv Soil {b-<ll 9 .76 9.87 8.85 tlill:% Moisture ((c/e)*1 00) 22 .6% 24.2% 25.3%

26 • ~ 25 ·0

" 24

I I I I I

........ I

I ........... r-...

I • I

I I I I 20

10 2S

Number of Taps

Liquid Limit: _--,2,,3 __ Plastic Limit: _---",,' __

I I

I I

CONDITION OF MATERIAL AS RECEIVED: Technician: Janet Greene

ACCEPTABLE NOT ACCEPTABLE

Date of PfepwlUOO, MafCII 25 2002

R .... '1Iion NO 1 0..01 R ..... ...", JuI'i \ 2O.R

Job No.

Work Order No.

Lab No.

Sampled By

Date Sampled

Date Due

20.43

19.54

0.89

11.62

7.92

11.2%

I I

I

I

I I I

, 13-517-00005.2

, 1

, 14-0267-056

: Carlton Pine

,4111 /20 14

PLASTIC LIMIT

20 .64

19.73

0.91

11 .54

8.19

11 .1%

I I I I I I I

I

I I I I I I I

Plasticity Index: __ ',,2,-_ amec&

Project: ENM RWS FW3

Client: CH2M Hill

ColorlType Material : ~S"e"e,",B",o",r"e-,L"",oa'---___________ --I Sample Source: FW3-P-23 @ 10.0'-11.5'

Test Designation:"A"S'-T"M!!.!O"4,,3,,1.,,S _________ ___ --'

Procedure Method: A.

Preparation Method: ~

LIQUID LIMIT

Can Numbe r:

Number of Taos: 35 26 15

a) Wgt. Can & Wet Soil 22.31 21 .17 21.04

b) Wgt. Can & Drv Soil 20.22 19.14 18.95

c) Wgt. Water (a-b) 2.09 2 .03 2.09

d) Wgl. Can 11 .74 11.44 11 .37

e) Wql. 0", 5011Ib-d) 8.48 7.70 7.58 lifO 0;' Moisture ((c/e)"100) 24 .6% 26.4% 27.6%

26 • , ~ 25 ••

I ~ I

" 24

21 I I I 20

10 25

Number of Taps liquid limit: _--,2,,6 __ Plastic limit: _-,1,,6 __

CON DITION OF MATERIAL AS RECEIVED: Technician: Janet Greene

ACCEPTABLE NOT ACCEPTABLE

Oat, d 1',_"'''''' Mard'125 2002 Revo...",No \ Date<JIRo",1-OOn J....,.I,2002.

Job No.: 13-517-00005.2

Work Order NO.:f-''--_______ -I Lab No.: 14-0267-094

Sampled By: Carlton P ine

Date Sampled:~4"''-'',,I2''''O',,4'-------I Date Due '-_______ -'

PLASTIC LIMIT

18.79 18.07

17.73 17.10

1.06 0.97

11 .34 11.04

6.39 6.06

16.6% 16.0%

I I I I I

I

I I I I I I

Plasticity Index: __ ',,0,-_

Client: CH2M Hill

ColorfType Material : ~S"e"e,",B",o",r"e-,L"",OQ'---___________ --l Sample Source: FW3-P-24 @ 10.0'-11.5'

Tesl Designation: ~A"S,-T"M!!.!D,,4,,3,,1",,8C-___________ ---'

Procedure Method : 8.

Preparation Method : ~

LIQUID LIMIT

Can Number:

Number of Taps : 33 21 16

a) Wgt. Can & Wet Soil 21.98 21.68 23.82

b) Welt. Can & Dry Soil 19.97 19.58 21.11

c) Wgt. Water (a-b) 2.01 2.10 2 .71

d) Wat. Can 11 .60 11 .27 11 .15

e) Wgt. Dry Soil (b-d) 8.37 8.31 9.00

(f) % Moisture «e/e)"100) 24 .0% 25.3% 27 .2%

'0

2'

26 • , .~ 25

'" 24

• I ~ I

I

21 I

10 25

Number ofTaps

Liquid Limit: _-,2,,5 __ Plastic Limit: _--=,.,,, _ _

I I

CONDITION OF MATERIAL AS RECEIVED: Technician: Janet Greene

ACCEPTABLE NOT ACCEPTABLE

Oj1e of P.--j1jgn Maro:n 25, 2002 R ..... ..", No 1 0... of 1'1 ...... >0<'1- JI.ty I , 2002

Job No.: 13-51 7-00005.2

Work Order NO.: r1 ______ _ --l lab No.: 14-0267-098

Sampled By: Carlton Pine

Date samPled:p4"-f1'-1"f2"'Oe.1!.:4'---___ --I Date Due '-_______ ---'

PLASTIC LIMIT

18.55 18.53

17.75 17.68

0.80 0.85

11 .28 11 .03

6,47 6.65

12.4% 12.8%

I I I I

I I I

Plasticity Index: __ ,,12,--_

Client: CH2M Hill

ColorfType Materi31 :pS"'e"e'-"B"or"e"L=OQ'---____________ -I Sample Source: FW3-P-2S @ 15.0'-16.5'

Test Designation:eA"'S"-T"M"'-!O"'4"'3'-1"S'---_______ _ ____ ..J

Procedure Method : A

Prepa ration Method : l:Y.m

LIQUID LIMIT

Can Number:

Number of Taps: 35 25 17

a) Wgt. Can & Wet Soil 22 .40 21.62 24.09

b) WQt. Can & Drv Soil 20.11 19.35 21.21

c) Wgt. W.lor (. -b) 2.29 2.27 2.88

d) WQt. Can 11 .53 11 .23 11 .54

0 ) Wgl Dry 50;1 (b-d) 8.58 8 .12 9.67

I(t) % Moisture ((c/e )"100) 26.7% 28.0% 29.8%

29 • , 28

" •• 27 ~ ..

1 1

1 1

1 1

I 1 ~ 1 1

1 1

1 1

1 1

1 1 20 10 25

Number o f Taps

Liquid Limit: _~2",8,---_ Plastic Lim it : _----'1,,5 _ _

CONDITION OF MATERIAL AS RECEIVED: Technician: Janet Greene

ACCEPTABLE NOT ACCEPTABLE

Date ~ P, _ _ bOn: March 25, 2002 Rev.ooon No \ Dale 0/ R ... iilion, JuI)o \ , 2002

Job No.: 13-517-00005.2

Work Order NO.: f-1'-_______ -I lab No.: 14-0267-104

Sampled By: Carlton Pine

Date samPled:}'4,,' .!.11'!.I2-""O,,14'--____ -I Date Due '-_______ ---'

PLASTIC LIMIT

18.24 19.44

17.35 18.40

0.89 1.04

11 .62 11.61

5.73 6.79

15.5% 15.3%

1 1

1 1 1 1 1

1 1

1 1

1 1

1 1

1 1 1 1

1 1

Plasticity Index: __ 1,,3'---_ amecf:1

Client: CH2M Hill

ColorlType Materia l :~S"e"e,-,B"o",r""e-,L=oq'---___________ -I Sample Source: FW3-P-28 @ 5.0'-6.5'

Test Designation : ~A"S,-T"M,,-,D,,4,,3,,1-,,8 ____________ ---, Procedure Method : ~

Preparation Method : Wet

LIQUID LIMIT

Can Number:

Number of Taps : 35 28 19

a) Wgt. Can & Wet Soil 22 .65 20.54 20.99

b) W!:Jt. Can & Dry Soil 19.80 18.30 18.37

c) Wgt. Water (a-b) 2.85 2.24 2.62

d) Wqt. Can 11 .22 11 .85 11 .34

e) Wgt. Dry Soil (b-<l) 8.58 6.45 7.03

(~% Moisture ((cle)"100) 33.2% 34.7% 37.3%

I

~ 32 ~

1 I

27 ,.

1 1 25 10 25

Number of Taps liquid Limit: __ 3:!6,-_ Plastic Limit: _--,'.'-7 _ _

CONDITION OF MATERIAL AS RECEIVED: Technician: Janet Greene

ACCEPTABLE NOT ACCEPTABLE

O<>te 01 P'~oon: M¥dl 2$, 2002 Rev,...", No 1 Cal_ d R ... ,""", Ju/)' 1 2002

Job No.: 13-517-00005.2

Work Order No.: ~1'---_______ -l lab No.: 14-0267-116

Sampled By: Carlton Pine

Date Sampled: f4"' -'-",,'=-2,,0,,'4'---____ -1 Date Due '---_______ -'

PLASTIC LIMIT

19.22 17.72

18.07 16.82

1.15 0.90

11 .32 11 .26

6.75 5.56

17.0% 16.2%

1 1 1 1

1 1

1 1 1

1 1

1 1

1 1 1 1 1

1 1 1

I 1 1

Plasticity Index: __ ',,9,-_ amec!J

Client: CH2M Hill

ColorfType Material : !'S"e"e'-B"o"r"e"L=ogL-____________ -/

Sample Source: FW3-P-31 @ 10.0'- 11 .5'

Test Designation: eA.::S"-T"M=D"'4"3,,',,S'-____________ -'

Procedure Method: 8.

Preparation Method: Wei

LIQUID LIMIT

ICan Number:

INumber of Taps: 17 23 30 a} Wqt. Can & Wet Soi l 22 .85 21.10 21 .78

b) Wgl. Can & Dry 5011 20.65 19.20 19.87

c) Wqt. Water (a-b) 2.20 1.90 1.91

d) Wgl. Can 11 .54 11.21 11 .57 el WQI. Drv Solllb-dl 9.11 7.99 8.30

1m -to Moisture ((c/e)·100) 24 .1% 23.8% 23.0%

'8 27 I

24 I ~ 23 ·0

22 ~

" 21 I

I I I

I I I 15 10 25

NumberofTaps

Liquid Limit: _--,-',,4 __ Plastic Limit: _--,1,,-5 __

CONDITION OF MATERIAL AS RECEIVED: Technician: Janet Greene

ACCEPTABLE NOT ACCEPTABLE

Date CJf Pr_.,iCIn. Mard"l25. 2002 Re.,SIOI"I NO 1 Date of R .... ,SIOI"I July 1. 2002

Job No.

Work Order No.

Lab No.

Sampled By

Date Sampled

Date Due

19.53

18.43

1.10

11 .08

7.35

15.0%

I I

I I

I I I

I I I I I I I I

, 13-517-00005.2

, 1

, 14-0267-127

: Carlton Pine

: 4/1112014

PLASTIC LIMIT

18.98

18.00

0.98

11 .39

6.61

14.8%

I I I

I I I I I I I I I I I I I I

Plasticity Index: __ -,9,-_ amec!1

Project ,ENMRWS FW3 Job No. , 13-517-00005.2

Cl ient : CH2M Hill Work Order No. , 1

ColorfType Material : See Bore Loq Lab No. : 14·0267·131

Sample Source , FW3-P-32 @ 7.5'-9.0' Sampled 8y : Carlton Pine

Test Designation , ASTM 04318 Date Sampled : 4/1112014

Procedure Method : A Date Due

Preparation Method: ~

LIQUID LIMIT PLASTIC LIMIT

Can Number:

Number of Taps : 35 27 17 a\ Wet. Can & Wet Soil 20.69 23.43 21.44 17.60 19.73

b) Wgt. Can & Dry Soil 16.45 18.08 16.69 15.95 17.76 clWgt. Wale. (a-bl 4.24 5.35 4.75 1.65 1.97

d) Wgt. Can 11 .29 11 .78 11.49 10.91 11 .60

e) Wgt. D'Y Sol) (b-d) . 5.16 6.30 5.20 5.04 6.16

(~ % Molslu .. ((cle)"100) 82.2% 84.9% 91.3% 32.7% 32.0%

87 • 86 ~ 85 ·0 ~ 84

" 83

I 1 I I I I 1

1 1 1 1 1 1

I 1 1 1 1 1 1 , 1 1 1

"- 1 1 1 1

I, 1 1

........ 1 1

" 1 1

........ 1 1

"- 1 1 f'.. 1 1

"- 1

1 1 1

1 I 1

1 1 1 1

1 I 1 1

I 1 1 1 1 1

1 1 1 1 1 1

1 1 1 1 1 1 75 to 25 100

Number of Taps

Liquid Limit: _--,,8,,6 __ Plastic Limit _-",32~_ Plasticity Index: _--,54,,-_

CONDITION OF MATERIAL AS RECEIVED:

ACCEPTABLE NOT ACCEPTABLE ame& Technician: Janet Greene

031. of ""_ a .. en Mard"l 25. 2002 Rwi...", NO 1 0 ... of R, .. """ My 1 2002

Client: CH2M Hill

ColorlType Material :I'S"e"'e"S"o"'r"e.!L"o"'-O ____________ -I Sample Source: FW3-P-37 @ 25.0'-26.5'

Test Designation : "A"S'-T"M"-!O"4,,3,,1,,S'-___________ -----'

Procedure Method: 8.

Preparation Method: We!

LIQUID LIMIT

Can Number:

Number of Taps: 26 32 18

a) Wgt. Can & Wet Soil 23.34 23.64 22.00

b) W\1t. Can & Dry Soil 20.98 21 .32 19.74 cj Wgt. Water (a-b) 2.36 2.32 2.26

d) W\1t Can 11 .36 11.48 11 .30 ej Wgt D'Y Soil (b-d) 9.62 9.84 8.44

(f) 0;' Moisture ((cfe)"100) 24.5% 23.6% 26.8%

" 33

I I I

I I I

27 • 26 , ~ 25 ,.

'" 23

I I I I I I I I I I I 15

10 25

Number of Taps

Liquid Limit: __ 2,,5'---_ Plastic Limit: _-,1,,6 __

I I

CONDITION OF MATERIAL AS RECEIVED: Technician: Janel Greene

ACCEPTABLE NOT ACCEPTABLE

Dill' 01 P''P''al.,.... MarCf1 25. 2002 R .... ..,., No 1 0lM, 01 Rev,...." J<JIy 1. 200.2

., 13-517-00005.2 Job No

Work Order No

Lab No

Sampled By

Date Sampled

Date Due

., 1

., 14-0267-154

: Carl ton Pine

, 411 1/2014

PLASTIC LIMIT

20.16 20.00

18.92 18. 77

1.24 1.23

11 .31 11 .19

7.61 7. 58

16.3% 16.2%

I I I I I I I I I

I I I

I

I

I I I I I I I I I I I I I I I I I I

Plasticity Index: __ ,,9 __ amecf1

Client: CH2M Hill

ColorlType Material : f'S"ee=B"o"r"e"L=og'-_______ ____ ----I Sample Source: FW3-P-36 @ 15.0'-16 .5'

Test Designation: eA"S"T"M!!...:O,,4,,3,,1"'S'-___________ ---'

Proced ure Method: ~

Preparation Method: We!

LIQUID LIMIT

Can Number:

Number of Taps : 30 2. 15 al WQt. Can & Wet Soil 21 .25 23.39 22.71

b) Wgt. Can & Dry Soil 18.77 20.15 19.59 cl WQt. Water fa-bl 2.48 3.24 3.12 dJ Wgt. Can 11 .38 11 .04 11 .17 e} WaC Dry Soillb"} 7.39 9.1 1 8.42

~"!. Moisture f(c/el"100l 33.6% 35.6% 37.1%

I I

37 • 36 ~ 35 0 ~ 34

'" 33

I I I I I I - I 1- • - • , I I

I I

I I 25 10 25

Number of Taps

Liquid Limit: _-,3",5 __ Plastic Limit: _-,1",6 __

I

I

CONDITION OF MATERIAL AS RECEIVED: Technician: Janet Greene

ACCEPTABLE NOT ACCEPTABLE

Date of Prepar.1l.on. March 25 2002 R8Yisoon NO 1 0.1, 01 R8Yi$.on: JvI'I 1. 200.2.

Job No.: 13-517-00005.2

Work Order NO.:rl _______ --j Lab No.: 14-0267-158

Sampled By: Carlton Pine

Date SamPled: f'4'-Jl:..l:;.I2,,0"-1,,4'---___ ----I Date Due L _______ ---'

PLASTIC LIMIT

20.86 20.64

19.55 19.33

1.31 1.31

11.43 11 .19

8.12 8.1 4

16.1% 16.1%

I I I

I I

I

I I I

I I I I I I

I I I

Plasticity Index: __ -"'9'---_

Client: CH2M Hill

ColorfType Materia l :~S~e,"e,-B"a",r"e,-,L"a,,-a ______ _ _____ --l Sample Source: FW3-P-39 fa) 10.0'-11 .5'

Test Designation : ~A~S,,-T~M!!.-'D~4,,3,,1,-,8,-____________ -, Procedure Method: 8.

Preparation Method: Wet

LIQUID LIMIT

Can Number:

Number of Taos: 17 21 35 al Wnt. Can & Wet Soil 24 .17 23.93 24.73 b l Wet. Can & Drv Soil 21.04 20.96 21 .72 c1 Wnt. Water fa-bl 3. 13 2.97 3.01 dl Wet. Can 11 .27 11.37 11.71

.' Wnt. D~ Sal llb-d) 9.77 9.59 10.01 m% Moisture ((c/e}*100) 32.0% 31.0% 30.1%

40 I

37 • J6 ~ 35 ·0 ~ 34

" • 33

32 I

'0

26 I I 25

10 25

Number of Taps

Liquid Limit: _---"o:!' __ Plastic Limit: __ ',,6,--_

CONDITION OF MATERIAL AS RECEIVED: Technician: Janet Greene

ACCEPTABLE NOT ACCEPTABLE

Dale'" Preparett""'_ Mardi 25, 2002 R ..... '....., No 1 Dale'" Revis"",,- July 1, 2002_

Job No.: 13-517-00005.2

Work Order NO.:~1'--_______ -I Lab No. : 14-0267-162

Sampled By: Carlton Pine

Date Sa m pled: ~4"-11!.1!!1,,20,,-1,-,4'-____ -I Date Due L _______ --'

PLASTIC LIMIT

21 .03 18.11

19.75 17.19

1.28 0.92

11.45 11.33

8.30 5.86

15.4% 15.7%

I I I I I I I I I I I I

I I I I I I I I I I I I

I I I I I I I T I I I I I I

Plasticity Index: __ 2.' 5,,-_

Client: CH2M Hill

ColorfType Material :!"S!!ee""e-'B"o"'re"-"'LLog"'-____ _______ -l…