HomeMy WebLinkAboutCompaction TestPROJECT: .'-7t�
PROJECT #: 4 F.
CLIENT: ,
CONTACT:
ARRIVAL TIME:
ON SITE TIME:
EQUIPMENT CHARGE:
SCOPE OF FIELD WORK;
DATE:
WEATHER:-�
E&F pffv—" DEPARTURE TIME: ✓�
TRAVEL TIME: LAS TIME:
TRAVEL CHARGE: MILEAGE:
As requested, a Universal Engineering Technician w s present at the above referenced location for the purpose of
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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 obsery
eaeFa condition of the area(s) to be tested and performed soil den s
performed in accordance with the clear rive sleeve I sand �ueto were
found to (meet ! pending proctor th roject
compaction requirements of % of the maximum dry densit 8) (AASHTQ T-984 I T-99number(s) that failed to meet the project compaction requir) ception of test
f
A.
i
GUNGRETE 1 GROUT 1 MORTAR
As requested, a Universal Engineering Technician was present at the above referenced location for the purpose of (Concrete I Grout I Mortar)
(Monitoring 1 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 f prisms
cubes) for (compressive I Flexural strength) testing. The (concrete I grout I mortar) (tested I 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
03 Universal Engineering Sciences, Inc.
820 Brevard Avenue
Rockledge, FL 32955
329.638.0808 phone
321.638.0978 fax
TECHNICIAN: CONTACT:
—A J
ON SITE TIME:
LESS # SETS _X 1 HR:
LESS # IPDS X.25 HR.-
STAND
R:STAND BY TIME:.
% / 1,4 BILLING: