Northlake College-LR070925
K L E I N F E L D E R
2211 Century Center Blvd., Suite 101, Irving, TX 75062
972-870-0808 Metro 972-953-0398 Fax 972-870-0802
IN-PLACE MOISTURE DENSITY TEST RESULTS
To: Dallas County Community College Di~ Test Date: 9/19/2007
1505 South Lamar, Suite 1015 Project No: 87015
Dallas, Texas 75215 Report Date: 9/25/2007
Report No: 097421
Page 1 of 2
Project: North Lake College, N Campus Definitions of Terms
Location: W Sandy Lake Road @ SH 121 RQP- Rt Qtr Point CL - Centerline
Field Rep: R. Pickens LQP - Lt Qtr Point Sta - Station
Test Test Location Depth D Wet Field Dry Proctor Percent
No. Lift 0 Density Moisture Density No. Proctor
(%) ( pcf) Density
Fire Lane I.I"~ ~
1 From the SW corner 10' S, 35' E 1st 120.6 30.9* 92.1 001388 [89.~
2 From the SE corner 15' ,35' W 1st 122.8 23.8 99.2 001388 96.3
3 From the SE corner 60' N, 25' E 1 st 122.3 27.5* 95.9 001388 93.1
Proctor No: Description Opt. Moisture Max. Densitv
001388 Gray and brown 18.5 103.0
Specs. Gauge No: 24511 Test Methods: ASTM D 2922
Dens. (%) 93 to 98 Std. Density Count: 2496 ASTM D 3017
Moist. (%) +2 to +7 Std. Moist Count: 553 Ll ASTM D 698
Trans. Depth (in.): 6
Remarks: * - Outside specified limits / )/
/J 'I
Reports to: .
Starling Richardson Const.; Alln: Eric Stanaland (eps@starlingrichardson.com) !... '
Starling Richardson Const.; Alln: Andy Munoz (amunoz@starlingrichardson.com
DCCCD Bond Office; Alln: James Williams Uames.williams@dcccd.edu)
DCCCD Bond Office; Alln: Mike Daniels (mike.daniels@dcccd.edu) - d I~
Jacobs; Alln: Andrea Stogner (Andrea.stogner@jacobs.com) . I fJoel Peters, P.E.
J."b" Att" Je,,;fec B~""' (Je"",c.bI"o'@j'''b,."m) 6' e 'P~
1- City of Coppell; AUn: Larry Davis /fJ ~
1- City of Coppell; Alln: Lee Stone ,
;e, ,~.~ - oo~..,., ~ Cm" ~~...."... d"m..'.... .., - "'0" 1~, 0 ,,, '00 ._,~ ~oo 0". ""l:l:",t: '0""'",," M
Indicative of the qualities of apparently Identical products. The use of our name must receive prior written approval. Reports st be r ro d in th r entirety.
K L E I N F E L D E R
2211 Century Center Blvd., Suite 101, Irving, TX 75062
972-870-0808 Metro 972-953-0398 Fax 972-870-0802
IN-PLACE MOISTURE DENSITY TEST RESULTS
To: Dallas County Community College Dist. Test Date: 9/19/2007
1505 South Lamar, Suite 1015 Project No: 87015
Dallas, Texas 75215 Report Date: 9/25/2007
Report No: 097421
Page 2 of 2
Project: North Lake College, N Campus Definitions of Terms
Location: W Sandy Lake Road @ SH 121 RQP- Rt Qtr Point CL - Centerline
Field Rep: R. Pickens LQP - Lt Qtr Point Sta - Station
Test Test Location Depth D Wet Field Dry Proctor Percent
No. Lift 0 Density Moisture Density No. Proctor
(%) (pet) Density
Building Pad
1 Grid line 15 to Line K 15' 121.8 31.4 92.7 001355 98.8
2 Grid line 17 to Line K 15' 119.1 31.7 90.4 001355 96.4
Proctor No: Description Opt. Moisture Max. Density
001355 Grav fat clav 25.5 93.8
Specs. Gauge No: 24511 Test Methods: ASTM 0 2922
Dens. (% Min 95 Std. Density Count: 2496 ASTM D 3017
Moist. (% +1 to +5 Std. Moist Count: 553 ASTM D 698
Trans. Depth (in.): 6
Remarks:
Reports to:
Starling Richardson Const.; Altn: Eric Stanaland (eps@starlingrichardson.com)
Starling Richardson Const.; Altn: Andy Munoz (amunoz@starlingrichardson.com)
DCCCD Bond Office; Altn: Brenda Spinelli (brenda.spinelli@dcccd.edu) (};;~R
DCCCD Bond Office; Altn: James Williams (james.williams@dcccd.edu)
DCCCD Bond Office; Altn: Mike Daniels (mike.daniels@dcccd.edu) I'AA~
Jacobs; Altn: Andrea Stogner (Andrea.stogner@jacobs.com) I Joel Peters, 'P. E.
Jacobs; Altn: Jennifer Blount (Jennifer.blount@jacobs.com)
1- City of Coppell; Altn: Larry Davis
1- City of Coppel!; Altn: Lee Stone
The results shown on this report are for the exclusive use of the client for whom they were obtained and apply only to the samples tested and/or inspected. They are not intended to be
indicative of the qualities of apparently identical products. The use of our name must receive prior written approval. Reports must be reproduced in their entirety.
KLEINFELDER
2211 Century Center Blvd., Suite #101, Irving, Texas 75062
972-870-0808 Metro 972-953-0398 Fax 972-870-0802
LABORATORY MOISTURE-DENSITY RELATIONSHIP RESULTS
TO: Dallas County Community College Dist. PROJECT: North Lake College, N Campus
1505 South Lamar, Suite 1015 W Sandy Lake Road @ SH 121
Dallas, Texas 75215 PROJECT NO: 87015
REPORT DATE: 9/25/2007
REPORT NO.: 097429
ZAVL SPECIFIC GRAVITY: 2.70
LAB COMPACTED SAMPLE (FINER FRACTION)
LIQUID LIMIT: 65 OPTIMUM MOISTURE PERCENT:
PLASTIC LIMIT: 21 MAXIMUM DENSITY LBS I CU FT:
PLASTICITY INDEX: 44 CORRECTED VALUES OF TOTAL SAMPLE
OPTIMUM MOISTURE PERCENT:
PERCENT PASSING #200: 88
MAXIMUM DENSITY LBS I CU FT:
90
89
88
87
86
85
'ff 84
S: 83
~ 82
.~ 81
~ 80
~ 79
~ 78
.. 77
'e 76
~ 75
74
73
72
71
70
14 15 16 17 18 19 20 21 22 23 24 25 26 27
Moisture Content (%)
I
I
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" ..
I
t- f i \.
i
I 'I. I '\. ,
I ~ I
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f "
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MATERIAL DESCRIPTION:
Brown Fat Clay
SAMPLE LOCATION:
N.E. Corner of Job
SAMPLE NUMBER:
1406
SAMPLED BY:
R.E. Pickens
DATE SAMPLED:
9/19/2007
TEST PERFORMED BY:
J. Long
SAMPLE PREPARATION:
Moist
RAMMER TYPE:
Mechanical
PERCENT PASSING:
3/4" SIEVE: 100
3/8" SIEVE: 100
#4 SIEVE: 100
TEST METHOD:
ASTM 0-698-91
ASTM 0-4318 & ASTM 0-1140
18.8
87.4
87.4
COPIES TO: Starling Richardson Const.; Attn: Eric Stanaland (eps@starlingrichardson.com)
Starling Richardson Const.: Attn: Andy Munoz (amunoz@startingrichardson.cor KLEIN FELDER
DCCCD Bond Office: Attn: Brenda Spinelli (brenda.spinelli@dcccd.edu)
DCCCD Bond Office: Attn: James Williams Oames.williams@dcccd.edu)
DCCCD Bond Office: Attn: Mike Daniels (mike.daniels@dcccd.edu)
Jacobs; Attn: Andrea Stogner (Andrea.stogner@jacobs.com)
Jacobs: Attn: Jennifer Blount (Jennifer.blount@jacobs.com)
1. City of Coppell; Attn: Larry Davis
1- City of Coppell; Attn: Lee Stone
The results shown on this report are for the exclusive use of the client for whom they were obtained and apply only to the samples tested and/or inspected. They are not intended to be
indicative of the qualities of apparenUy identical products. The use of our name must receive poor written approval. Reports must be reproduced in their entirety.