ST9801-LR000316[Iliaill Co.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
Mr. Kenneth Griffin, P.E.
City of Coppell
255 Parkway Boulevard
Post Office Box 478
Coppell, Texas 750194409
Project No.: 1520COP03
Project: Coppell Road Paving & Drainage
Location: 21" RCP Utility Trench Backfill
Report No.: 27
RESULTS OF FIELD DENSITY TESTS
TEST DATE
NO.
RETEST
OF
TEST
NUMBER
TEST LOCATION LIFT/ PROCTOR
DEFI'H TEST
NO.
72 03/16/00
73 03/16/00
74 03/16/00
75 03/16/00
76 03/16/00
77 03/16/00
21" RCP Lateral at Sta. 9+13
21" RCP Lateral at Sta. 9+14
21" RCP Lateral at Sta. 9+15
21" RCP Lateral at Sta. 9+16
21" RCP Lateral at Sta. 9+17
21" RCP Lateral at Sta. 9+18
TESTS PERFORMED BY: Mobammcd Kashem
REMARKS:
PROCTOR NO.:
6402 - 112.5 pcf @ 13.4% Moisture
6479 - 106.2 pcf @ 17.2% Moisture
6519 - 110.5 pcf @ 10.4% Moisture
6805 - 122.0 pcf @ 10.6% Moisture
SPECIFICATION: 95% Compaction @ -2% to +2% Moisture
DISTRIBUTION: City of Coppell - Larry Davis
FIELD FIELD PERCENT
DENSITY MOISTURE OF
PCF % SPECIFIED
COMPACTION
-5' 6402 106.8 13.7 95.0
4' 6402 110.7 13.6 98.4
~3' 6402 112.5 13.4 100.0
-2' 6402 108.7 14.1 96.6
-1' 6402 107.9 13.6 96.0
Grade 6402 107.0 14.1 95.1
TEST METHODS: ASTM D 2922, D 3017, D 1558, D2167 OR D 2937
~URLET1-ER$ANDREP~RTSAR~RT~EXCLU$~VEU~FT~C~E~TT~W~DMT~YAR~ADDRE~ED~Y~Y~SA~
TEST RESULTS ARE NOT NECES.~AR~.y INDICATIVE OF ~ QUALfrY OF APPA.q~B'rLY IDENTICAL OR SIMILkl SAi,g~E$
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT ~ APPROVAL OF STANTECH
t · T r
'qe /Z/'/ 'ECJI/EIIilleerill b.
9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
Mr. Kenneth Griffin, P.E.
City of Coppell
255 Parkway Boulevard
Post Office Box 478
Coppell, Texas 75019-4409
Project No.:
Project:
Location:
Report No.:
1520COP03
Coppell Road Paving & Drainage
12" RCP Utility Trench Backfill
24
RESULTS OF FIELD DENSITY TESTS
NO.
DATE PETEST TEST LOCATION
OF
TEST
NUMBER
03/16/00 12" RCP at Sta. 9+13
03/16/00 12" RCP at Sta. 9+13
03/16/00 12" RCP at Sta. 9+13
69
70
71
TESTS PERFORMED BY: Sid Adli
IAYT/ PROCTOR FIELD FTRLf) PERCENT
DegfH TEST DENSITY MOISTURE OF
NO. PCF % SPECIEIF_D
COMP ON
-4' 6479 96.3 13.9' .6*
-3' 6479 94.4 12.7' ~
-2' 6479 91.5 15.6' 86.2*
TEST METHODS: ASTM D 2922, D 3017, D 1558, D2167 OR D 2,~k7
REMARKS: * Does NOT Confrom to Project Spec~cations.
PROCTOR NO.: 6402 - 112.5 pcf @ 13.4% Moisture
6479 - 106.2 pcf @ 17.2% Moisture
6519 - 110.5 pcf @ 10.4% Moisture
6805 - 122.0 pcf @ 10.6% Moisture
SPECIFICATION: 95% Compaction @ -2% to +2% Moisture
DISTRIBUTION: City of Coppell - Larry Davis
?§, -0'.
OUR LETTERS AND REFORTS AR~ FOR TI~ EX(~.USIVE USE OF ~ C~ENT TO WHOM TI~.y ARE ADDRESSED, AND AI~bY ONLY TO ~ SAIVlPI~$ TESTED.
~ P-~SULT$ AR~ NOT ~ARILy INDICATIVE OF THE QUALITY OF APPAREN1~y IDENTICAL OR SIMILAR
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH
/f~j~f7 Post-it' Fax Note 7671
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
Mr. Kenneth Griffin, P.E.
City of Coppell
255 Parkway Boulevard
Post Office Box 478
Coppell, Texas 75019-4409
Project No.:
Project:
Location:
Report No.:
1520COP03
Coppell Road Paving & Drainage
12" RCP Utility Trench Backfill
24
RESULTS OF FIELD DENSITY TESTS
TES~ DATE
NO.
69 03/16/00
70 03/16/00
71 03/16/00
RETEST
OF
NUMBER
TEST LOCATION LIFT/ PROCTOR
DI~IH TEST
NO.
12" RCP at Sta. 9+13
12" RCP at Sta~ 9+13
12" RCP at Sta. 9+13
FELD FffiLD PERCENT
DENSITY MOISTURE OF
PCF % SPECIFIED
COMPACHON
-4' 6479 96.3 13.9' 90.6*
-3' 6479 94.4 12.7' 88.9*
-2' 6479 91.5 15.6' 86.2*
TESTS PERFORMED BY: Sid Adli
REMARKS: * Does NOT Confrom to Project Spec~cations.
PROCTOR NO.:
6402 - 112.5 pcf @ 13.4% Moisture
6479 - 106.2 pcf @ 17.2% Moisture
6519 - 110.5 pcf @ 10.4% Moistur~
6805 - 122.0 pcf @ 10.6% Moisture
SPECIFICATION: 95% Compaction @ -2% to +2% Moisture
DISTRIBUTION: City of Coppell - Larry Davis
TEST METHODS: ASTM D 2922, D 3017. D 1558, D2167 OR D 2937
~L~-E~rER~ANDRE~P~RT$AR~:~11~.~x~LU~v~U~NTT~v/~MT~YARE.ADD~t~F~D~Y~Y~~~
T-cSTRF:'SULT~AR~N~TNw-~-$~e~JULY~ND~CATiV~F~QUAL/rY~*A*q~.~/~fLYT/)~r1C`~RS~M~LARSAk~U-3
THIS RE. PORT SHALL NOT BE REPROD; EXCEI~ IN FULL WITHotrr ~ APPROVAL OF STANTBCH
~;l:l, lllt"fBC'J'l Fnlineeri nl Co.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
Mr. Kenneth Griffin, P.E.
City of Coppell
255 Parkway Boulevard
Post Office Box 478
Coppell, Texas 7501%4409
Project No.:
Project:
Location:
Report No.:
1520COP03
Coppell Road Paving & Drainage
21" RCP Utility Trench Backfill
27
RESULTS OF FIELD DENSITY TESTS
TEST DATE
NO.
PETEST
OF
TEST
NUMBER
TEST LOCATION LIFT/ PROCTOR
DEPTH TEST
NO.
72 03/16/00
73 03/16/00
74 03/16/00
75 03/16/00
76 03/16/00
77 03/16/00
21" RCP Lateral at Sta. 9+13
21" RCP Lateral at Sta. 9+14
21" RCP Lateral at Sta. 9+15
21" RCP Lateral at Sta. 9+16
21" RCP Lateral at Sta. 9+17
21" RCP Lateral at Sta. 9+18
TESTS PERFORMED BY: Mohammed Kashem
REMARKS:
PROCTOR NO.:
6402 - 112.5 pcf @ 13.4% Moisture
6479 - 106.2 pcf @ 17.2% Moisture
6519 - 110.5 pcf @ 10.4% Moisture
6805 - 122.0 pcf @ 10.6% Moisture
SPECIFICATION: 95% Compaction @ -2% to +2% Moisture
DISTRIBUTION: City of Coppell - Larry Davis
FIELD HELD PERCENT
DENS1TY MOISTURE OF
PCF % SPECIFIED
COMPACTION
-5' 6402 106.8 13.7 95.0
-4' 6402 110.7 13.6 98.4
-Y 6402 112.5 13.4 100.0
-2' 6402 108.7 14.1 96.6
-1' 6402 107.9 13.6 96.0
Grade 6402 107.0 14.1 95.1
TEST METHODS: ASTM D 2922, D 3017, D 1558, D2167 OR D 2937
fT:""'"""*"
........ .....
t; ~;, ......................... :..~
t~ ~2.. ~ 74644
%~:::~(~T.~""
SIGNED
OUR LET'FERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED, AND APPLY ONLY TO THE SAMPLES TESTED.
TEST RESULTS ARE NOT NECESSARILy INDICATI ',rE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH
~,tl, fl'~~'YBC',/i~ inlineerinl Co.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
Mr. Kenneth Griffin, P.E.
City of Coppell
255 Parkway Boulevard
Post Office Box 478
Coppell, Texas 75019-4409
Project No.:
Project:
Location:
Report No.:
1520COP03
Coppell Road Paving & Drainage
12" RCP Utility Trench Backfill
24
RESULTS OF FIELD DENSITY TESTS
TEST DATE
NO.
69 03/16/00
70 03/16/00
71 03/16/00
RETEST
OF
TEST
NUMBER
TEST LOCATION LIFT/ PROCTOR
DEPTH TEST
NO.
12" RCP at Sta. 9+13
12" RCP at Sta. 9+13
12" RCP at Sta. 9+13
FIELD FIELD PERCENT
DENSITY MOISTURE OF
PCF % SPECIFIED
COMPACTION
-4' 6479 96.3 13.9' 90.6*
-Y 6479 94.4 12.7' 88.9*
-2' 6479 91.5 15.6' 86.2*
TESTS PERFORMED BY: Sid Adli
TEST METHODS: ASTM D 2922, D 3017, D 1558, D2167 OR D 2937
REMARKS: * Does NOT Confrom to Project Spec~cations.
PROCTOR NO.:
6402 - 112.5 pcf @ 13,4% Moisture
6479 - 106.2 pcf @ 17.2% Moisture
6519 - 110.5 pcf @ 10.4% Moisture
6805 - 122.0 pcf @ 10.6% Moisture
SPECIFICATION: 95% Compaction @ -2% to +2% Moisture
DISTRIBUTION: City of Coppell - Larry Davis
OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED, AND APPLY ONLY TO THE SAMPLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY DENTICAL OR SIMILAR SAMPLES
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH