HomeMy WebLinkAboutF211334-1059306101.6 18.8 99
120.1
120.4 101.9 18.2
17.9121.2
101.8 18.0
119.9
119.7
102.8
120.3
5 95' N and 100' E from SW Corner of Lot FG 1 6
4 15' N and 500' E from SW Corner of Lot FG 1 6
120.7
8 95' N and 510' E from SW Corner of Lot
102.2 17.1
102.5 17.0
99
120.0 101.5 18.2
3 15' N and 360' E from SW Corner of Lot FG 1 6
2 15' N and 265' E from SW Corner of Lot FG 1 6
119.6 102.0
1 15' N and 100' E from SW Corner of Lot FG 1 6
1 6
10 120' N and 275' E from SW Corner of Lot FG 1 6
6 95' N and 250' E from SW Corner of Lot FG 1 6
7 95' N and 360' E from SW Corner of Lot FG 1 6
FG 1 6
9 120' N and 110' E from SW Corner of Lot FG 1 6
12 120' N and 490' E from SW Corner of Lot FG 1 6
11 120' N and 365' E from SW Corner of Lot FG
103.0 16.8
120.4
119.7 102.3 17.0 99
100
102.3 17.7 99
18.3 99
99
17.3
99
99
99
100
100
Client:Chicken N Pickle Service Date: 06/07/2022
120.1 101.5
Project:Chicken N Pickle Grapevine Project Number: F211334
Off Champagne Boulevard and Merlot Avenue Technician: Echols, Jordyn
Alpha Testing, LLC
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
In-Place Nuclear Density
Test Report
1
104 Armour Road Report Date: 6/9/2022
North Kansas City, MO 64116 Weather: Clear
Work Order Number: 1059306
Grapevine, Texas Page Number: 1 of
Project Specifications
Mat.
No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
Proctor
Report No.
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.Material Description/Classification PI
Material Information Laboratory Data
15Reddish Brown Clay (Lime Treated)9515L117.0 102.9 -1 3
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
General Location
Area:Paving - Parking Lot
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Field Test Data
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:33861 Manufacturer:Troxler Model:3430 Standard Count:(D):1758 (M):598
Paul Delaney
approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016)
Geotechnical Engineering | Construction Materials Testing | Environmental Engineering
This report is in general compliance with one or more of the following technical standards: D6938-15
Respectfully Submitted,
Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written
Remarks: