HomeMy WebLinkAboutTerracon - 12/5/2018 (2)LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT
Report Number: 95181011.0568
Service Date: 11/30/18
Report Date: 12/05/18
Client
Coury Hospitality
Attn: Mark Brooks
7134 S Yale, Ste 400
Tulsa, OK 74136
Material Information
Source of Material: Imported
Proposed Use: Flex Base
Laboratory Test Data
Test Procedure: ASTM D698
Test Method: Method C
Sample Preparation: Wet
Rammer Type: Mechanical
Oversized Particles (%): 29.5
Moisture (%): 5.8
Sieve for Oversize Fraction: 3/4
Bulk Specific Gravity of
Oversized Particles: 2.28
Corrected for Oversized Particles (ASTM D4718)
Maximum Dry Unit Weight (pcf): 121.9
Optimum Water Content (%): 11.5
Uncorrected Values
Maximum Dry Unit Weight (pcf): 115.1
Optimum Water Content (%): 13.9
Comments:
Project
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600 Reg No: F-3272
Sample Information
Sample Date: 11/30/18 Sample Time: 1600
Sampled By: Contractor
Sample Location: Contractor Buckets
Sample Description: Crushed Concrete
Result
Liquid Limit: 28
Plastic Limit: 26
Plasticity Index: 2
In -Place Moisture (%):
USCS:
Specifications
IIIII�IIIII�IIIII�aIIIII�IIIIILIIIII��■
. MMWAMMMLIEI�■
mmmmmmmm■
7 8 9 10 11 12 13 14 15 16
Water Content (%)
Services: Obtain a sample of fill material at the project site and return it to the laboratory. Prepare and test the sample for Moisture -
Density Relations and Atterberg Limits.
Terracon Rep.: Adam Wood
Reported To:
Contractor:
Report Distribution:
See attached distribution list.
Reviewed By:
John, Pupa
Senior Project Manager
Test Methods: ASTM D698, ASTM D1140, ASTM D4318
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of
the client indicated above 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 location(s) referenced and are not necessarily indicative of the properties of other apparently
similar or identical materials.
cxoo06, 10-16-13, Rev.7 Page 1 of l
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
RFPORT
Report Number: 95181011.0568
Irerracon
Service Date: 11/30/18 2501 E Loop 820 N
Report Date: 12/05/18 Fort Worth, TX 76118-6978
817-268-8600 Reg No: F-3272
Client Project
Coury Hospitality Grapevine Main Phase 1
Attn: Mark Brooks 815 South Main Street
7134 S Yale, Ste 400 Grapevine, TX 76051
Tulsa, OK 74136
Project Number: 95181011
Material Description:
Method of Tests:
Crushed Concrete
Tex 110-E
The above aggregate complies with TxDOT Item 247, Type A, Grade 1-2
Services: Obtain a sample of fill material at the project site and return it to the laboratory. Prepare and test the sample for
Moisture -Density Relations and Atterberg Limits.
Terracon Rep.: Adam Wood
Reported To:
Contractor:
Report Distribution:
See attached distribution list.
Reviewed By:
�Mn,
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above 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 location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
eT000l, 9-28-10, Rev.8 Page 1 of 1
TXDOT
Cumulative
Type A, Grade 1-2
Sieve Size
% Retained
Specifications
2 'h"
0
0
1 3/4"
0
0-10
7/8"
22.9
10-35
3/8"
54.2
30-65
No. 4
68.1
45-75
No. 40
87.0
65-90
The above aggregate complies with TxDOT Item 247, Type A, Grade 1-2
Services: Obtain a sample of fill material at the project site and return it to the laboratory. Prepare and test the sample for
Moisture -Density Relations and Atterberg Limits.
Terracon Rep.: Adam Wood
Reported To:
Contractor:
Report Distribution:
See attached distribution list.
Reviewed By:
�Mn,
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above 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 location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
eT000l, 9-28-10, Rev.8 Page 1 of 1
Distribution Paae
Report Number: 95181011.0568
Service Date: 11/30/18
Report Date: 12/05/18
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) ArchiTexas, Michael Karnowski
(1) City of Grapevine TX, Curtis A Bergthold
(1) City of Grapevine TX, Hans Strayer
(1) City of Grapevine TX, Paul M Lee
(1) City of Grapevine TX, Scott Williams
(1) City of Grapevine TX, sbatte@grapevinetexas.gov
(1) JQ Engineering, Mike Oler
(1) Manhattan Construction Company, Ben Jensen
(1) Manhattan Construction Company, Chase Pritchard
(1) Manhattan Construction Company, Daniel Rideau
(1) Manhattan Construction Company, David Saiter
(1) Manhattan Construction Company, Frederick Moore
(1) Manhattan Construction Company, Klint Robertson
(1) Manhattan Construction Company, Matthew Powell
(1) Manhattan Construction Company, Robert Montgomery
(1) Walker Consultants, Martha M. Villanueva
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600