HomeMy WebLinkAboutFugro USA Land, Inc. - 1/12/2018Fugro USA Land, Inc.
2517 East Loop 820 North
Fort Worth, TX 76118
Phone (817) 284-9595, Fax (817) 284-4480
TRANSMITTAL
Project: Grapevine Main - Infrastructure/Sitework Phase
Service Date:
01/12/2018
Client: Brooks Hospitality Consulting
Report Date:
01/17/2018
c/o Coury Hospitality
Project No.:
04.41182003
7134 S. Yales, Suite 400
Tulsa,, OK 74136
Lab / Report No.:
30938-2 / 0003
Transmittal Cover Letter
Please see attached documentation for your review.
LABORATORY MOISTURE -DENSITY RELATIONSHIP RESULTS
Sample #9032, 9033 & 9034 obtained on 01/12/18 (See Attached)
Fugro Representative: Randon Wentzler
Page 1 of 4
Fugro USA Land, Inc.
TBPE Firm Registration No. F-299
hy R. Itrant, P.E.
CMET Manager
THE ABOVE TEST RESULTS APPLY ONLY TO THE ITEMS TESTED.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF FUGRO USA LAND, INC.
FUGRO USA LAND, INC.
Dp 820 North, Fort Worth, Texas 76118
Ph (817) 284-9595, Fax (817) 284-4480
PROJECT: Grapevine Main - infrastructure Sitework Phase PROJECT NO: 04.41182003
CLIENT: Brooks Hospitality Group c/c, Coury Hospitality REPORT DATE: 01/17/18
LABORATORY MOISTURE -DENSITY RELATIONSHIP RESULTS
SAMPLE IDENTIFICATION: 9032 SAMPLE DATE: 01/12/18
SAMPLE DESCRIPTION: Yellowish brown clayey sand TEST METHOD: ASTM D 698, A
SAMPLE LOCATION: Center of Site, Ground Surface RAMMER TYPE: Moist
SAMPLED BY: Randy Wentzler PREP. METHOD: Mechanical
TEST RgSULTS SOIL gLASSIFICAIIQL4, (ASTM D 411M
MAXIMUM DRY DENSITY 106.2 lbs/cu-ft LIQUID LIMIT 41
OPTIMUM MOISTURE CONTENT 18.4% PLASTIC LIMIT 16
CORRECTED TEST RESULTS PLASTICITY INDEX 25
MAXIMUM DRY DENSITY 106.2 lbslcu-ft PASSING NO. 200 SIEVE 49
OPTIMUM MOISTURE CONTENT 18.41% SPECIFIC GRAVITY 2.65 (Estimated)
DISTRIBUTION: Report Distribution as Requested
FUGRO USA LAND, INC.
TBPE Firm Registration No. 299
f I Roy R. Grant, P.E.
The results shown on t report eve for the exclusive use of jfjo cfi-07k t7w—ho—m—they —were �Wwne
Id "d aPPIY only to the sample, tested Orldlor observed, They are riot irldlobe indicativo of
thGqualities of apparently identical products. Too use of our narne urust receive prior written approval Reports must be reproduced in their entirety.
Ph (817) 284-9595; Fax (817) 2844480
PROJECT: Grapevine Main - Infrastructure Sitework Phase
PROJECT NO: 04,41182003
CLIENT: Brooks Hospitality Group c/o Coury Hospitality
REPORT DATE:
01117/18
LABORATORY MOISTURE -DENSITY RELATIONSHIP RESULTS
SAMPLE IDENTIFICATION- 9033
SAMPLE DATE:
01/12/18
SAMPLE DESCRIPTION: Dark brown sandy lean clay
TEST METHOD:
ASTM D 698, A
SAMPLE LOCATION: Center of Site, 8' Deep
RAMMER TYPE:
Moist
SAMPLED BY: Randy Wentzler
PREP. METHOD:
Mechanical
TE§T RESULTS
$01111- CLASSIFICATION (ASTM D 4318)
MAXIMUM DRY DENSITY 99,6 ibs/cu-ft
LIQUID LIMIT 46
OPTIMUM MOISTURE CONTENT 21.9%
PLASTIC LIMIT 20
CORRECTED TEST RESULTS
PLASTICITY INDEX 26
MAXIMUM DRY DENSITY 99.6 lbs/cu-ft
PASSING NO. 200 SIEVE 67
OPTIMUM MOISTURE CONTENT 21.9%
SPECIFIC GRAVITY 2.67
(Estimated)
16.0 18.0 20,0 22.0 24.0 26.0
Water Content, %
DISTRIBUTION: Report Distribution as Requested
FUGRO USA LAND, INC.
TBPE Firm Registration No. 299
/I
Roy R. Grant, P.E.
I'he reauthli shown on U*s report are frm the excluswe use of the client for whom they were obtained and apply only to the swn;Aes tested ancgor observed They are not intande(,6 to ne indicative of
Ilia qualities of apparently hdontical products The use of our name must receive poor written approval Reports must be reproduced in their entirety.
FUGRO USA
LAND, INC.
2517 East Loop 820 North, Fort Worth, Texas 76118
Ph (817) 284-9595;
Fax (817) 284-4480
PROJECT: Grapevine Main - Infrastructure Sitework Phase
PROJECT NO:
04.41182003
CLIENT: Brooks Hospitality Group c/o Coury Hospitality
REPORT DATE:
01/17/18
LABORATORY MOISTURE -DENSITY RELATIONSHIP RESULTS
SAMPLE IDENTIFICATION: 9034
SAMPLE DATE:
01/12/18
SAMPLE DESCRIPTION: Dark reddish brown sandy lean clay
TEST METHOD:
ASTM D 698, A
SAMPLE LOCATION: Center of Site, 15' Deep
RAMMER TYPE:
Moist
SAMPLED BY: Randy Wentzler
PREP. METHOD:
Mechanical
TEST RESULTS
SOIL CLASSIFICATION LAgTM 1) 4218)
MAXIMUM DRY DENSITY 106.4 lbs/cu-ft
LIQUID LIMIT 35
OPTIMUM MOISTURE CONTENT 18.1 %
PLASTIC LIMIT 16
CORRECTED TEST RE§ULT$
PLASTICITY INDEX 19
MAXIMUM DRY DENSITY 106.4 ibsicu-ft
PASSING NO. 200 SIEVE 58
OPTIMUM MOISTURE CONTENT 18.1 %
SPECIFIC GRAVITY 2.67
(Estimated)
DISTRIBUTION: Report Distribution as Requested
FUGRO USA LAND, INC.
TBPE Firm Registration No. 299
r - oy R. Grant, P.E.
Me iosuft shown on this report are to( the OXCIU40 use Of the client f0f whorn they were obtained' and aippty only to the samples tested arid/Or Obisssvoid, They are not intended to be mdiofira —0f
the quallifies of apparently identical products. I he U!" Of OQr name must receive prior written approval. Reports musl, be reproduced in J)Or entirety,