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See attached listing of tests we perform in our AASHTO Accredited Laboratory .

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Soil Tests Accredited Test Procedure

Designations

Atterberg Limits (LL, PL, and PI), Method A (multi-point) D4318/T89 and 90 Atterberg Limits (LL, PL, and PI), Method B (1-point) D4318/T89 and 90

Chloride

Density and Moisture by Nuclear Methods D6938/T310

Direct Shear (CU Test) 3-Point Envelope - in situ T236

Gradation with Minus #200 Wash C136 and D1140/T27

Hydrometer

Minus #200 Wash D1140

Moisture Content D2216/T265

Moisture/Density Relationship (Proctor) D698 and 1557/T99 and 180

Natural Moisture and Density

Organic Content (ASTM D2974)

pH D4972

Proctor Check Point

Relative Density (maximum/minimum wet or dry method)

Resistivit -Lab ASTM G571

2015 LABORATORY TESTS

SOIL TESTS

R-Value D2844/T190

Specific Gravity (AASHTO T100)

Swell/Consolidation D4546

Unconfined Compressive Strength D2166/T208

USCS (Unified Soil Classification System) D2487

Water Soluble Sulfates

Soil Stabilization Tests

Compressive Strength w/ M/D (ASTM D1633-cement or D5102 - lime)

Freezing/Thawing

Mix Design (cement or lime)

pH for estimating lime proportions (ASTM D6276)

Wetting/Drying

2015 Laboratory Tests.xls

7108 South Alton Way, Building B • Centennial, Colorado 80112 • www.cesareinc.com

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Concrete Tests Accredited Test Procedure

Designations

Abrasion Resistance of Horizontal Concrete Surfaces, sample delivered C779, Procedure C Absorption and Density (unit weight)

Accelerated Cure Specimens

Compressive Strength (core) C42/T24

Compressive Strength (cylinders)C31, 617, 1231 and 39/

T23, 231 and 22

Coring Operations C42

Cracking Tendency Test (AASHTO T334)

Flexural Strength (beam) C78/T97

Making and Curing Test Specimens in Laboratory

Mix Design (Compression)

Mix Design (Flexural)

Mix Design (High Early or Optimized)

Mix Design Verification Compression (1-point)

Mix Design Verification Flexural (1-point)

Rapid Chloride Permeability, 2 Specimens C1202/T277

CONCRETE AND MASONRY TESTS

Restrained Shrinkage (ASTM C878)

Scaling Resistance (ASTM C672) at 50 cycles, 2 specimens

Shrinkage Measuring (03300 modified ASTM C157) C157/T160

Slab on Ground Moisture and Humidity Testing(E 1907, Electrical Impedance; F 1869, CaCl and F 2170, RH)

Slump, Unit Weight, Air Content, and TemperatureC143, 138, 172, 231 and 1064/T119, 121, 141, 152 and 309

Specimen Saw Cutting/Trimming

Static Modulus of Elasticity (ASTM C 469)

Sulfate Durability (ASTM C 1012)

Tensile Strength C496/T198

Thickness (core)

Underwater Abrasion Resistance Testing, 3 Specimens per set ASTM C1138

Water Soluble Chloride Ion in Concrete (ASTM C1218), drilled sample

Masonry Tests

Absorption and Density (unit weight) - full size specimen

Absorption and Density (unit weight) - coupon specimen

CMU Coupon Compressive Strength (ASTM C140)

CMU Freeze/Thaw (ASTM C1262) @ 100 cycles

CMU Freeze/Thaw (ASTM C1262) @ 150 cycles

CMU Prism Compressive Strength

Grout and Mortar Cubes (3 Cubes/Set) C780 (Annex 6)

Prism Grout C1019 (sampling and testing)

Specimen Saw Cutting/Trimming



Phone 303-220-0300 • Fax 303-220-0442 Page 2 of 4




HMA Tests Accredited Test Procedure

Designations

Binder Ignition Oven (BIO) AC Content D6307/T308BIO AC Correction Factor D6307/T308

Chemical Extraction AC Content D2172/T164 (plant control)

Coring Operations C42

Density by Nuclear Methods D2950

Gradation D5444/T30

Hveem Stability D1560 (stability)/T246/CP-L 5106

Lottman (tensile strength ratio) D4867/T283

Marshall Tests (3 pucks Sp.G., Stab/Flow and AV) D6926 and 6927/T245 and 269

Maximum Theoretical Specific Gravity (Rice Value) D2041/T209

Specific Gravity (bulk), Air Voids and Thickness D2726 and 3203/T166 and 269

Thickness

SMA Asphalt Drain Down (AASHTO T305)

Volumetric Properties D6925/T312/CP-L 5115

Marshall Mix Design - MS 2

Marshall Mix Desi n Verification 1- oint

HOT MIXED ASPHALT (HMA) TESTS

SuperPave Mix Design

SuperPave Mix Design Verifications (1-point)



Phone 303-220-0300 • Fax 303-220-0442 Page 3 of 4




Aggregate Tests Accredited Test Procedure

Designations

Aggregate Durability Index (ASTM D3744) Atterberg Limits (LL, PL, and PI), Method B (1-point) D4318/T89 and 90

Clay Lumps and Friable Particles (per procedure grading) C142/T112

Density (unit weight) and Voids C29/T19

Direct Shear (CU Test) 3-Point Envelope T236

Fine Aggregate Angularity (uncompacted void content) C1252/T304

Flat and Elongated Particles (per procedure grading)

Fractured Faces (per procedure grading)

Freezing/Thawing of Aggregate (AASHTO T103), 50 cycles

Gradation with Minus #200 Wash C136 and 117/T27 and 11

Hydrometer

Lightweight Particles

Los Angeles Abrasion C131/T96

Micro-Deval Abrasion

Minus #200 Wash C117/T11

Moisture Content C566 T255

AGGREGATE AND ROCK TESTS

Organic Impurities C40/T21

Potential Alkali Reactivity (Mortar Bar Method) C1260

Potential Alkali Reactivity (Mortar Bar Method)-Combinationsof cementitious materials and aggregate C1567

FAA Modified ASTM C1260FAA Modified ASTM C1567

Relative Density (maximum/minimum; wet or dry method)

Riprap Wetting/Drying (ASTM D5313)

Riprap Freezing/Thawing (ASTM D5312), 35 cycles

R-Value D2844/T190

Sand Equivalency D2419/T176

Sodium/Magnesium Sulfate Soundness (per procedure grading) C88

Specific Gravity and Absorption C127 and 128/T85 and 84

Compressive Strength of Rock Cores (ASTM D7012)

Moisture Content (Wood, laboratory) - Direct

Fireproofing/Density (ASTM E605)

MISCELLANEOUS TESTS



Phone 303-220-0300 • Fax 303-220-0442 Page 4 of 4