HomeMy WebLinkAboutcompaction testPROJECT:
PROJECT #:
CLIENT:
CONTACT:
ARRIVAL TIME: �G � ��-,
ON SITE TIME:
EQUIPMENT CHARGE:
SCOPE OF FIELD WORK:
DEPARTURE TIME:
TRAVEL TIME:
TRAVEL CHARGE:
GENERAL
WEATHER:
LAB TIME:
MILEAGE:
As requested, a Universal Engineering Technician was present at the above referenced location for the purpose of
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EARTHWORK
As requested, a Universal Engineering Technician was present at the above referenced location for the purpose of Earthwork Testing for the
As requested, the technician observed t`,her,general condition of the areas) to be tested and performed - soil density test(s). All tests) were
performed in accordance with t (nucl�a�a�ge /drive sleeve /sand conF.) method and were found to (r�eetr"% not meet /pending proctor) the project
compaction requirements of � of the maximum dry density per (ASTM D�'557 / D698) (AASHTO T-180 / T-99) (with the exception of test
numbers) that failed to meet the project compaction requirements due to
CONCRETE /GROUT /MORTAR
As requested, a Universal Engineering Technician was present at the above referenced location for the purpose of (Concrete /Grout /Mortar)
(Monitoring /Testing) for the
While on site, the technician observed the general condition of the areas) to be tested and cast sets of (cylinders /beams /prisms /
cubes) for (compressive /flexural strength) testing. The (concrete /grout /mortar) (tested / 6bserved) on this day was found to be in accordance with
the project plans and specifications with regard to batch time, temperature and slump (' � the exception of the concrete batch referenced by ticket
number ,which was found to exceed tolerance for \
Universal Engineering Sciences, Inc.
820 Brevard Avenue
Rockledge, FL 32955
321.638.0808 phone
321.638.0978 fax
ON SITE TIME: ��
LESS #SETS �X 1 HR:
LESS # IPDS �X .25 HR:
STAND BY TIME:
BILLING:
TECHNICIAN: � V CONTACT: