Northlake College-LR070925 (2)
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 972-870-080~ f V'
IN-PLACE MOISTUhlTY TEST RESU sJ 1/ JI fI j-t/7
To: Dallas County Community College Dis!' 1/ ~ Test Date: 9/20/2007
1505 South Lamar, Suite 1015 ~ "AI. Project No: 87015
Dallas, Texas 75215 \1~ Report Date: 9/25/2007
,~. Report No: 097420
Pa~e 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: J. Schuler LOP - Lt Otr Point Sta - Station
Test Test Location Depth 0 Wet Field Dry Proctor Percent
No. Lift [] Density Moisture Density No. Proctor
(%) (pet) Density
Blda Pad Common Fill
1 80' Sand 80' E of NW corner 3rd 117.4 23.8 94.8 001354 97.6
2 10' Sand 120' E of NW corner 3rd 121.0 24.2 97.4 001354 100.3
3 60' Sand 45' W of NE corner 3rd 118.4 24.5 95.1 001354 97.9
4 100' Sand 60' W of NE corner 3rd 116.2 23.9 93.8 001354 96.6
Proctor No: Description Opt. Moisture Max. Density
001354 Gray fat clay 22.6 97.1
Specs. Gauge No: 28714 Test Methods: ASTM D 2922
Dens. (%) Min 95 Std. Density Count: 2326 ASTM D 3017
Moist. (%) +1 to +5 Std. Moist Count: 668 ASTM D 698
Trans. Depth (in.): 6
Remarks:
Reports to:
Starling Richardson Const.; Attn: Eric Stanaland (eps@starlingrichardson.com)
Starling Richardson Const.; Attn: Andy Munoz (amunoz@starlingrichardson.com)
DCCCD Bond Office; Attn: Brenda Spinelli (brenda.spinelli@dcccd.edu) (1f'~-
DCCCD Bond Office; Attn: James Williams Uames.williams@dcccd.edu)
DCCCD Bond Office; Attn: Mike Daniels (mike.daniels@dcccd.edu)
Jacobs; Attn: Andrea Stogner (Andrea.stogner@jacobs.com) I Joel Peters, P.E.
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 10 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.
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: 9/20/2007
1505 South Lamar, Suite 1015 Project No: 87015
Dallas, Texas 75215 Report Date: 9/25/2007
Report No: 097420
Page 2 of 2
Project: North Lake Colleqe, N Campus Definitions of Terms
Location: W Sandy Lake Road @ SH 121 RQP- Rt Qtr Point CL - Centerline
Field Rep: J. Schuler LOP - Lt Otr Point Sta - Station
Test T est Location Depth D Wet Field Dry Proctor Percent
No. Lift [] Density Moisture Density No. Proctor
(%) (pcf) Density
PavinQ SubQrade Retests
1 50' S of SW bldq corner 1 st 118.9 25.2 95.0 001354 97.8
2 60' Sand 100' E of SW corner 1 st 114.4 25.4 91.2 001354 93.9
3 40' W of SE bldq corner 1 st 116.3 26.0 92.3 001354 95.1
4 50' Wand 80' N of SE bldq corner 1 st 115.1 25.7 91.6 001354 94.3
Paving Subgrade
5 50' Sand 30' E of SW corner 2nd 114.6 24.8 91.8 001354 94.5
6 40' Sand 110' E of SW corner 2nd 115.8 25.1 92.6 001354 95.4
Proctor No: Description Opt. Moisture Max. Density
001354 Gray fat clay 22.6 97.1
Specs. Gauge No: 28714 Test Methods: ASTM D 2922
Dens. (%) 93 to 98 Std. Density Count: 2326 ASTM D 3017
Moist. (%) +2 to +7 Std. Moist Count: 668 ASTM D 698
Trans. Depth (in.): 6
Remarks:
Reports to:
Starling Richardson Const.; Attn: Eric Stanaland (eps@starlingrichardson.com)
Starling Richardson Const.; Attn: Andy Munoz (amunoz@starlingrichardson.com)
DCCCD Bond Office; Attn: Brenda Spinelli (brenda.spinelli@dcccd.edu) d~IN~~
DCCCD Bond Office; Attn: James Williams Uames.williams@dcccd.edu)
DCCCD Bond Office; Attn: Mike Daniels (mike.daniels@dcccd.edu) j/Q:[/U '7
Jacobs; Attn: Andrea Stogner (Andrea.stogner@jacobs.com) / Joel Peters, P.E.
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 andlor 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.