HomeMy WebLinkAboutAlpha Testing - 9/21/2018approval. 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
Respectfully Submitted,
Remarks:
Tim Begole Sr.
1 10
127.4
(M):9480Standard Count:
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
1
98
15' W from NW Corner of Stadium Building FG-6.0
(D):29432
FG-6.0
Model:MC-3Serial No:30218 Manufacturer:Instrotek
9893
Wet
Density
(pcf)
Dry
Density
(pcf)
Probe
Depth
(in.)
Percent
Moisture
(%)
Percent
Compaction
(%)
General Location
Area:Retaining Wall Backfill
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
2 6Brown Sandy Clay
Mat.
No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
Proctor
Report No.
1 15.8
Material Description/Classification
F171917
Work Order Number:455013
9/25/2018
Grapevine, TX 76051 Weather:
Mustang Panther Stadium Pkg A & Pkg B Project Number:
Technician:Schmidt, Taylor
8
of
Project Specifications
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
Grapevine, Texas Page Number:1
7
109.1
30510 Ira E Woods Ave Report Date:
1 15' N from NE Corner of Stadium Building 1 10
6
1 10
1
Material Information
Alpha Testing, Inc.
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
In-Place Nuclear Density
Test Report
Client:Grapevine - Colleyville ISD
15' N and 100' W from NE Corner of Stadium Building FG-5.0
Project:
Service Date:09/21/2018
Mostly Cloudy
Laboratory Data
4
15' W from NW Corner of Stadium Building FG-5.0
107.1
105.0
105.7
10
19.0
126.0 106.9 17.9
124.1 104.5 18.8
97
96
97
96125.2
125.1
98
96
18.4
104.2 20.2
10215' N from NE Corner of Stadium Building FG-5.0 1
10315' N and 40' W from NE Corner of Stadium Building FG-6.0 1
10
4 15' N and 40' W from NE Corner of Stadium Building FG-5.0 1 10
5 15' N and 100' W from NE Corner of Stadium Building FG-6.0 1
125.2
125.2
122.7 103.9 18.1 95
105.3 18.9
19.2