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Fields for table: TST_SS06

Field NameCodesData TypeUnitsTest ProtocolDescription
STATE_CODE
STATE_PROVINCENUMBER(2)

P58
Numerical code for state or province. U.S. codes are consistent with Federal Information Processing Standards.
SOIL_MOD_CORRECTED

NUMBER(4)
pci
P58
Ratio of final stress (10 psi) to average deflection; corrected for bending of bearing plates.
COMMENT_1
COMMENTNUMBER(2)

P58
Code for miscellaneous comments or notes.
COMMENT_2
COMMENTNUMBER(2)

P58
Code for miscellaneous comments or notes.
COMMENT_3
COMMENTNUMBER(2)

P58
Code for miscellaneous comments or notes.
COMMENT_4
COMMENTNUMBER(2)

P58
Code for miscellaneous comments or notes.
COMMENT_5
COMMENTNUMBER(2)

P58
Code for miscellaneous comments or notes.
COMMENT_6
COMMENTNUMBER(2)

P58
Code for miscellaneous comments or notes.
COMMENT_OTHER

VARCHAR2(40)

P58
A note used to record additional observations regarding the test, or test results.
TEST_DATE

DATE

P58
Date the test was performed.
RECORD_STATUS

VARCHAR2(1)


A code indicating the general quality of the data.
SHRP_ID

VARCHAR2(4)

P58
Test section identification number assigned by LTPP program. Must be combined with STATE_CODE to be unique.
LAYER_NO

NUMBER(2)

P58
Unique sequential number assigned to pavement layers, starting with layer 1 as the deepest layer (subgrade).
FIELD_SET

NUMBER(2)

P58
Sequential number indicating the field sampling event. Assigned 1 for first sample event and incremented by 1 for subsequent events.
LOC_NO

VARCHAR2(6)

P58
Unique code number assigned to each sampling location indicating the sample type. The single character prefix indicates the sample type. The numeric suffix is the unique project location for the sample type.
CONSTRUCTION_NO

NUMBER(2)


Event number used to relate changes in pavement structure with other time dependent data elements. This field is set to 1 when a test section is initially accepted into LTPP and is incremented with each change to the layer structure.
SAMPLE_AREA_NO

VARCHAR2(5)

P58
Number used to reference all samples taken from one area of the project - used only for SPS-5, 6, and 7 project.
DEFLECTION_AVG

NUMBER(4,3)
in
P58
Average total deflection between seating load and final stress increment(10 psi).
SOIL_MOD_UNCORRECTED

NUMBER(4)
pci
P58
Ratio of final stress (10 psi) to average deflection; representative of material strength.