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SAMPLING AND TESTING AND RELATED ACTIVITIES PERFORMED FOR WISDOT PROJECTS PLUS APPLICABLE REFERENCES I. AGGREGATE
SAMPLING AND TESTING
AND RELATED ACTIVITIES
PERFORMED
FOR WISDOT PROJECTS PLUS
APPLICABLE REFERENCES
I.
AGGREGATE
A. Sampling ---- AASHTO T-2 as modified by WISDOT
B. Moisture
----
T-255
C. Density ---- T-191(sand cone) T-238(nuclear)
D. Permeability ---- WisDOT Test Method
E. Fracture(fine
agg.)
----
T-304
F. Fracture(coarse
agg.)----
G. Splitters ---- T-248
H. Wire Cloth Sieves ---- M-92 (equipment check)
I. Weighing
devices
---- M-231 (equipment check)
J. Gradation of Aggregate ---- T-27
K. Washed Aggregate Sample ---- T-11
L. Unit Weight of Aggregate ---- T-19
M. Flat and Elongated Particles ---- ASTM D4791
N. Los Angles Abrasion ---- T-96
O. Soundness
---- T-104
P. Freeze/thaw
----
T-103
Q. Plasticity ---- T-90
R. Specific Gravity and Absorption of Fine Aggregate ---- T-84
S. Specific Gravity and Absorption of Fine Aggregate ---- T-85
II.
ASPHALT MIX
A. Mix Sampling ---- T-168
B. Bituminous Material Sampling ---- T-40
C. Extractions ---- WisDOT Test Method 1560
D. Marshall Compaction ---- T-245
E. Asphalt Mix Design ---- WisDOT Test Method 1559
F. Core Density ---- T-166
G. Nuclear Density ---- T-238
H. Rice Specific Gravity ---- T-209
I. Gyratory Shear ---- MP2
J. Profilograph----
**
K. Air Voids ---- T-269
L. Wire Cloth Sieves ---- M-92 (equipment checks)
M. Weighing devices
---- M- 231 (equipment checks)
N. Bulk Specific Gravity ---- T-166
O. Gradation Of Aggregate ---- T-27
P. Washed Gradation ---- T-11 III
. CONCRETE MIX
A. Mix Sampling ---- T-141
B. Compressive Strengths ---- T-22, T-23 1, T-23
C. Air Content ---- T-152
D. Slump ---- T-119
E. Sampling Aggregate ---- T-2
F. Washed Gradation ---- T-11
G. Aggregate Correction (air) ---- T-152
H. Air Meter Calibration --- **
I. Cores ---- T-24, T-148
J. Concrete Temperature ---- ASTM C-1064
K. Light Weight Pieces In Aggregate ---- T-113
L. Specific Gravity and Absorption of Fine Aggregate ---- T-84
M. Specific Gravity and Absorption of Coarse Aggregate ---- T-85
IV.
SOILS
A. Sampling ---- T-203, T-206, T-207
B. Liquid Limit ---- T-89
C. Plastic Limit ---- T-90
D. Proctor ---- T-99
E. Sieve Analysis ---- T-88, T-27
F. Field Moisture ---- T-93
G. Weighing Devices
---- M-231
H. Nuclear Density ---- T-238
I. Sand Cone Density ---- T-191
J. Dry Preparation of Disturbed Soil and Soil Aggregate Samples of Test ---- T87
K. Determining the Shrinkage Factors of Soils ---- T-92
L. Specific Gravity of Soils ---- T-100
M. Moisture-Density Relations of Soils (10 lb. Rammer/ 18 in. Drop) ---- T-180
N. The California Bearing Ratio ---- T-193
O. One-dimensional Consolidation Properties of Soils ---- T-216
P. Laboratory Determination of Moisture Content of Soils ---- T265
Q. Particle-size Analysis of Soils ---- ASTM D 422
R. Amount of Material in Soils Finer Than the No. 200 Sieve ---- ASTM D 1140
V.
Other Sampling and/or Testing
A. Asphalt Emulsion Sampling ---- T-40
B. Fly Ash ---- **
C. Bar Steel ---- **
D. Geotextile Fabric --- **
E. Pipe
Underdrain
---
**
F. Curing Agents ---- **
G. Fencing Components --- **
H. High Strength Bolts --- **
I. Water for PCC ---- **
J. Oil Field Pipe ---- Brinell Hardness Test(T-70) by contractor
K. Brick and Block ---- ** L. Culvert Pipe ---- **
M. Beam Guard --- **
N. Salt ---- ASTM D 632
O. Cement
---- T-127
P. Slag
----
**
Q. Steel Fabric for fencing ---- **
R. Concrete absorption ---- T-280
**-- See WISDOT "Standard Specification for Highway and Structure Construction" and " Construction
& Materials Manual"