HomeMy WebLinkAboutCompaction TestFIELD REPORT
PROJECT: O r► ��,
PROJECT #: DATE: ,7,
CLIENT: A/6
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WEATHER:
CONTACT: G c-� ` Jew
ARRIVAL TIME: 00 lto;lel DEPARTURE TIME:
ON SITE TIME: TRAVEL TIME: LAB TIME:
EQUIPMENT CHARGE. TRAVEL CHARGE: MILEAGE:
SCOPE OF FIELD WORK:
GENERAL
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 test(s) were
performed in accordance with the (nuclauge / drive sleeve / sand cone) method and were found to (meet / not meet / pending proctor) the project
compaction requirements of % of the maximum dry density per (ASTM D1 OF 7 / D698) (AASHTO T-180 / T-99) (with the exception of test
number(s) that failed to meet the project compaction requirements due to
goo
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 nd 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
21 638 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: