HomeMy WebLinkAboutcompaction test�r'r�. ems, ��- ?�� "? -- d � a 2
PROJECT:
PROJECT #: ,3/Q � �9
CLIENT:
CONTACT:
ARRIVAL TIME: f `���
ON SITE TIME: �
EQUIPMENT CHARGE:
SCOPE OF FIELD WORK:
..-
� DATE:
WEATHER:
DEPARTURE TIME: '���,
TRAVEL TIME: � �� LAB TIME:
TRAVEL CHARGE: MILEAGE:
GENERAL
As requested, a Universal Engineering Technician was present at the above referenced location for the purpose of
EARTHWORK
As requested, a Universa Engineering Te hnici w
1 nt at the above referenced location for the purpose of Earthwork Testing for the
As requested, the t ch ician obs general condition of the areas) to be tested and-{ soil densit est(s). All tests) were
performed in accordance with a uclear gau /drive sleeve /sand co nd w e found to (meetJ3n pending proctor) the project
compaction requirements of o e maximum dry density pe AST 155 ` / D6 T-180 / T-99) (with the exception of test
numbers) that failed to meet the project compacti rf requireme
CONCRETE /GROUT /MORTAR
As requested, a Universal Engineering Technician
(Monitoring /Testing) for the
was present at the above referenced location for the purpose of (Concrete /Grout /Mortar)
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 /observed) on this day was found to be in accordance with
the project plans and specifications with regard to batch time, temperature and slump (with 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:
NTACT: