Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Gunner Sub-LR 980523
Client: Project: Stan Tech Engineering Co. 9200 KING ARTHUR * DALLAS, TEXAS 75247 * (214)6314372 * FAX (214)63143~0 Mr. Mark Morals BPI Property Development, L.P. 14990 Landmark Blvd., Suite 300 Dallas, Texas 75240-6729 St. Marin Apartments Coppell, Texas ST Job Number: 1598-0018 Report Number: 1 Lab. Number: 64.46 Technician: B. Pilgrim Test Date: 05/23/98 MOISTURE-DENSITY RELATIONSHIP REPORT . xoo ......... ~ .......... ? .......... * ........... ~ ........... [ ........... ~ .......... } .......... * ........ : ........... : .......... ~ ~s .......... 4 .......... .;- .......... i .... ~ .......... .J- .......... 4 ........... i ......... ~ .......... ~ ,, .......... -.: .......... ~- .......... ~ .......... ~ .......... i ........... . .......... ~ ,7 .......... -:' .......... i ........ ~ .......... i ........... ~ ........ ~ 5.~ .......... 2. ..... ::?:.:-..::i..~:v--:--~-~::':'." :~ .':. :' ~ ! ' ~ 95 .......... '3- ...... ~ ........... ~' ............ e~ 5*4 ......... ' ........ !', ........ MOISTUR~. CONT~.NT (%) Laboratory Compaction Test Method: ASTM D 698 Procedure "A" Location of sample: Imported Fill Material Sample Description: Grayish Brown SilW Clay Liquid Limit (%): Plastic Limit (%): Plasticity Index: Minus #200 Sieve: Distribution: Moisture-Density Curve Number: 1 Max. Unit Dry Weight (pct'): 99.6 Optimum Moisture Content (%): 16.6 Specific Gravity (Assumed): Z65 Respectfully Submitted, Client: Project: Stan Tech Engineering Co. 9200 KING ARTHUR * DALI_.A~, TEXA~ 75247 * (214)6314372 * FAX (214)6314350 Mr. Mark Morris EPI Property Development, LP. 14990 Landmark Blvd., Suite 300 Dallas, Texas 75240-6729 St. Matin Apartments Coppell, Texas ST Job Number: 1598-0018 Report Number: 1 Lab. Number: 6447 Technician: B. Pilgrim Test Date: 05/23/98 MOISTURE-DENSITY RELATIONSHIP REPORT ,7 .......... ~ .......... * .......... ~ .......... ~ .......... ~ .......... ~ .......... ; ........ ~ .......... ~ .......... ~ ......... ~ .......... ~" .......... i .......... ~ .......... ; ........... ; ......... ' .......... ; .......... * ......... ~ ......... ,~ .......... i .......... i .................. i ........ i .......... ~ ......... ~ .......... i ,, .......... ; ............. + ........ ~ .......... 20 21, 22 211 24 2"1 Z$ Z'~ 2~ 2) 30 ~1 $2 MOISTUR~ CONTENT (%) Laboratory Compaction Test Method: Location of sample: Sample Description: Liquid Limit (%): Plastic Limit (%): Plasticity Index: Minus #200 Sieve: ASTM D 698 Procedure "A" On Site Native Material Very Dark Olive Gray Clay Moisture-Density Curve Number: Max. Unit Dry Weight (pet'): Optimum Moisture Content (%): Spedfic Gravity (Assumed): 2 96.9 24.9 2.7 Distribution: Respectfully Submitted, Stan Tech Engineering Co. ~200 KINO ARTHUR * DALLAS, TEXAS 75247 * (214)0'314372 * FAX (214)03143~0 Client: Project: Mr. Mark Morris EPI Property Development, L.P. 14990 Landmark Blvd., Suite 300 Dallas, Texas 75240-6729 St. Matin Apartments Coppell, Texas ST Job Number: 1598-0018 Report Number: 1 Lab. Number: ~48 Technician: B. Pilgrim Test Date: 05/23/98 MOISTURE-DENSIT~ RELATIONSHIP REPORT ~? .......... [ .......... ~ .......... ~ .......... ' '- ......... ~ .......... i ......... ~ .......... + ......... ~- .......... MOISTURE CONTENT (%) Laboratory Compaction Test Method: ASTM D 698 Procedure "A" Location of sample: Sample Description: Liquid Limit (%): Plastic Limit (%): Plasticity Index: Minus #200 Sieve: Imported Fill Material Dark Gray and Pale Olive Weathered Shale Moisture-Density Curve Number: 3 Max. Unit Dry Weight (per): 97.2 Optimum Moisture Content (%): 24.9 Specific Gravity (Assumed): 2.7 Distribution: Respectfully Submitted, Client: Project: Stan Tech Engineering Co. ff2oo KINO ARTHUR * DALLAS, TEXAS 7.5247 * (214)6'314372 * FAX (214)~14~0 Mr. Mark Morris EPI Property Development, LP. 14990 Landmark Blvd., Suite 300 Dallas, Texas 75240-6729 St. Marin Apartments Coppell, Texas ST Job Number: 1598-0018 Report Number: 1 Lab. Number: 6476 Technician: B. Pilgrim Test Date: 05/23/98 MOISTURE-DENSITY RELATIONSHIP REPORT ~ .......... t .......... ~ .......... t .......... ~ .......... ~ .......... ~ .......... i ........ ~ .......... ~ .......... ~ ......... ~ .......... ~ ~s .......... ~ .......... ~ .............. ~ .......... ' .......... i .......... ~ ......... 4 ........... ~ - .......... i .... ' ........ i ......... ~ ......... ~ ......... ,: ........... ~ ........ ~ .......... MOISTUR~ COnTeNT (%) Laboratory Compaction Test Method: ASTM D 698 Procedure "A" Location of sample: Composite of Imported Materials No. 1 and No.3 Sample Description: Liquid Limit (%): Plastic Limit (%): Plasticity Index: Minus #200 Sieve: Distribution: Dark Gray and Pale Olive Weathered Limestone with Very Dark Olive Gray Clay Moisture-Density Curve Number: 4 Max. Unit Dry Weight (pet'): 96.9 Optimum Moisture Content (%): 24.7 Specific Gravity (Assumed): Z7 Respectfully Submitted,