390 Ryan Dr_0001.tif i
May. 9. 2014 1:01PM WIESE PLUMBING '` w No. 3738 P. 2
FIELD DENSITY TEST REPORT
Report Number: 05141078,0001 Irerra'con
Service hate: 04/22/14 15080 A Circle
Report Date: 04/23/14 Omaha, NE 6$144
Task: 01 - Earthwork Observation and Testing 402330 -2202
Client Project
Wiese plumbing & Excavating Liptenscott
Attn.' Brian Wiese 390 Ryan Dr
620 Marvin Ct Blair, NE
Fremont, N1; 68025
Project Number: 05141078
Material Information Lab Test Data Project Requirements_
Optimum
Water Max. Lab Water
Mat. Proctor Laboratory Content Density Content Compaction
No. Ref No. Classification and Description Test Method ( %) pco ( %) 0 / o )
1 05141078.0002 1/2 inch Minus Recycled 112,0 Min 95
Concrete - Estimated Standard
Proctor
Field Test Data Probe Wet Water Water Dry Percent
Test Lift / Mat. Depth Density Content Content Density Compaction
No. Test Location. Elev. No, (in) (Pct) (pe ( %) (pct)
Pavement Subgrade
1 24'N & 21'W of SE Corner of Subgrade 1 12 111.7 6.1 5.8 105.6 94
18th Avenue and Ryan Drive
2 12'N 7 21" W of SE Corner of Subgrade I 12 109.4 6.3 6.1 103.1 92
I Sth Avenue and Ryan Drive
3 12'N 7 21" W of SE Comer of Subgrade 1 10 110.7 5.6 5.3 105.1 94
18th Avenue and Ryan Drive
4 12'N 7 21" W of SE Corner of Subgrade 1 8 109.8 5.6 5.4 104.2 93
18th Avenue and Ryan Drive
5 12'N 7 21" W of SE Comer of Subgrade 1 6 104.9 5.6 5.4 104,3 93
18th Avenue and Ryan Drive
Datum: Serial No: Trox
Comments: An asterisk ("') appears next to the test results which do not meet the project requirements as noted above.
Terracon recommends a multi -paint proctor test should be performed to determine actual compaction percentages.
Compaction percentagcs reported are based off of an estimated proctor. A one -point proctor was used in estimating the
proctor value for the recycled concrete listed above. Test numbers 2 though 5 is uric test location, tested at multiple gauge
depths.
Services: Perform in -place density and moisture content tests to determine degree of compaction and material moisture
condition,
Terracon Rep.: Peter Wilson
Reported To;
J
Contractor: /L/
l
Report Distribution
3
(t) Wim Plumviq & EzCzvatigg, Briw Wieag Reviewed By:
Ryan A. Nielsen
Project Manager
Test Methods: ASTM D6938
The tests were performers in general accordance with applicable ASTM, AASWTO, or DOT test methods. This report is exclusively for the use of the client
indicated abQve and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the lncaVQn(s) referenced and are not necessarily indicative of the propertles of other apparently similar or identical materials.
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