HomeMy WebLinkAboutcompaction testPROJECT:
PROJECT #
CLIENT: /✓C:;L-1
CONTACT:
ARRIVAL TIME: %d Zia '�
ON SITE TIME: X
EQUIPMENT CHARGE:
SCOPE OF FIELD WORK:
•/7 DATE: %/`31' ,'ZP
DEPARTURE TIME
TRAVEL TIME:
TRAVEL CHARGE:
GENERAL
WEATHER:
,:
0
LAB TIME:
MILEAGE:
As requested, a Universal Engineering Technician was present at the above referenced location for the purpose of
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 the general condition of the area(s) to be tested and performed soil density test(s). All tests) were
performed in accordance with the (nuclear gauge / drive sleeve / sand cone) method,_at�d were found to (ru(�t'/ not meet /pending proctor) the project
compaction requirements of % of the maximum dry density per (ASTM D1557 / D698) (AASHTO T-180 / T-99) (with the exception of test
number(s) 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 area(s) 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 skimp (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: CONTACT: