HomeMy WebLinkAboutAlpha Testing - 4/2/2018 (2)97
95.8 20.0 *
114.1
122.9
19.3 89 *
*
*
97
88
88
123.2 103.9 18.6
88
19.8 *
103.4 18.9
113.6 95.2
89 *
115.0
95.5 19.5 *
12 Backfill to Grade Beams at F.5/11.13 (Retest)FG-2.0
123.410Backfill to Grade Beams at E.1/11.6 (Retest)
94.6 19.6
8 Backfill to Grade Beams at E.1/11.11 (Retest)FG-2.0 1 12
General Location
Area:Grade Beams
Field Test Data
1 Backfill to Grade Beams at E.1/11.11 FG-3.0 1
3 Backfill to Grade Beams at E.1/11.6 FG-3.0 1
5 Backfill to Grade Beams at F.5/11.13 FG-3.0 2
FG-3.0 1
Backfill to Grade Beams at F.6/11.13 FG-2.0
Optimum
Moisture
(%)
Test
No.Test Location Lift/
Depth
9 Backfill to Grade Beams at E.1/11.6 (Retest)
Material Information
1
2 12
12
7 Backfill to Grade Beams at E.1/11.11 (Retest)FG-3.0 1 12
12
12
12
2
Grapevine, TX 76051 Weather:Partly Cloudy
378121Work Order Number:
1
109.1
Technician:Weldemariam, Tesfai
113.7 95.4
30510 Ira E Woods Ave Report Date:4/6/2018
Client:Grapevine - Colleyville ISD Service Date:04/02/2018
Alpha Testing, Inc.
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
In-Place Nuclear Density
Test Report
Compaction
Min. (%) Max.Material Description/Classification
Project Specifications
Grapevine, Texas Page Number:1of
Project Number:F171917
Moisture
Min. (%) Max.
Laboratory Data
Max Dry
Weight
(pcf)
Proctor
Report No.
Project:Mustang Panther Stadium Pkg A & Pkg B
Mat.
No.
Brown Clay
16.7 107.1
3 954215.8
-1 33Brown and Sandy Clay 95
-1
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
4 Backfill to Grade Beams at E.1/11.6 FG-2.0 1
103.5
Backfill to Grade Beams at E.1/11.11 FG-2.0 1
12
6
96
97
2 12
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
104.3 18.4
Percent
Compaction
(%)
19.2
12
113.8 95.0
113.1
1 12
123.9
123.0
19.2
104.7212
Serial No:1246 Manufacturer:Humboldt Model:H5001 EZ
Percent
Moisture
(%)
123.5
105.1 17.9
Standard Count:
89 *
*
97
FG-2.0
11 Backfill to Grade Beams at F.5/11.13 (Retest)FG-3.0
96
17.5
(M):487(D):1904
Remarks:
Respectfully Submitted,
Tim Begole Sr.
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
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