ST0102-LR030325Ro gineers
(214) 630-9819 (fax}
1N-PLACE DENSITY TESTING
Client:
City of Coppell
Artn: Ms. Suzan Taylor
PO Box 478
Coppell TX 75019
Project: Ruby Road (ST 01-02)
Coppe]l, TX
Report No.: 173193
Project No.: 027176
Date of Service: 03/21/2003
Report Date: 03/25/2003
Services: Perform In-Place DensiW Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving
Test Methods: ASTM D-2922
ASTM D-30t7
Standard Counts
Density
Current: 2990
Previous: 2991
Gauge: Troxler 3430
Moisture
Gauge Serial No: 32685 Current: 666
Test Mode: DT Previous: 674
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moislure Density.'
1 Light Brown Sandy Clay (Lime Treated) 18.0 105.5 Optimum +4 95 min
2 Dark Brown sandy Clay (Lime Treated) 29.0 89.5 Optimum +4 95 rain
FIELD DENSITY TESTS
TEST PROBE
NO TESTLOCATION DEPTH
bUD MOISTURE BET DENSITY DRY DENSITY DENSITY
No. (%) (pcb (pc0 (% max)
Paving Subgrade
1 Rub5, Road, right of centerline, Station 6" 2 29.5 111.1 85.8 96
9+00
Paving Subgrade
2 Ruby Road at centerline, Station 10+00 6" 1 24.0* 124.9 100.7 95
Paving Subgrade
3 Ruby Road, left of centerline, Station 6" 1 19.7 122.0 101.9 97
11+00
Paving Subgrade
4 Ruby Road at centerline, Station 12+00 6" 1 21.9 122.5 100.5 95
Paving Subgrade
5 Ruby Road, right of centerline, Station 6" 1 18.0 120.6 102.2 97
13 +00
~)
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing We assume no responsibiliPy for variation in quali~
(composition. appearance, performance, etc.) or any other ~k:amre cf similar subject mauer provided by persons or conditions over which we have no control Our letters and
repons arc for thc exclusive use of the clients to whom thc)' are addressed and shall not be reproduced exccpt in fall without thc '~tlen approval of Rone Engineers, Ltd.
070K Page 1 of 2
Project No.: 027176 Client: CityofCoppetl * ~ .... ~
TEST
NO
6
7
8
9
TEST LOCATION
PROBE
DEPTH
M~D MOISTURE WEI DENSITY DRY DENSITY DENSITY
No. (%) ~cD ~c0 (% max)
Paving Subgrade
Ruby Road at centerline, Station 14+00
Paving Subgrade
Ruby Road, left of centerline, Station
15+00
Paving Subgrade
Ruby Road, right of centerline, Station
16+00
Paving Subgrade
6" 1 19.7 125.9 105.2
6" 1 17.9' 123.1 104.4
6" 1 20.6 126.1 104.6
Ruby Road at centerline, Station 17+00 6" 1 23.8* 124.8 100.8
An asterisk (*) appears next to test results which do NOT meet the project specifications.
100
99
99
96
Technician: Joe Jemigan
Report Distribution:
(1) City of Coppcll
(1) Tiseo Paving Company
(I) Pacheco Koch
(I) Wfig}~t Construction Company
Started: 10:00a Finished:
12:30p /2/~/~e, En////ff ~ gin eers, Ltd.
// //Joh. Mood
~// ~Project Manager
07DK Page 2 of 2
- 14 ."~ 14'59 F~\ 21453o9519
ROneEngineers
8908 Ambassador Row, Dallas. TX ';52-~7
2696 Gravel DriYe~ Fort Worth. 1~ 76118
6300 Rothway. Ste. 150, H,u~o-, TX ';7040
Corporate Phone: (g14) 630-9745
MOISTURE DENSITY RELATIONS
Olient: Ciff of Coppell Report No.: 1731 t I
Atm. Ms. Suzan Taylor Project No.: 027176
PO Box 478 Date of Service: 03/20/2003
Coppell TX 7~019 Report Date: 03/25/2003
Project: Ruby Road (ST 01-02)
Coppell, TX
Services: Ob~m a sample of material f~om the jobsilc, bring thc sample back to tl;¢ laboratory md perform a moisture density relat,cnship test m
~ccordance w/th ASTM Standards.
PROJECT DATA
CONnL~.CIOR: Tiseo Pa~sng
tssr ~oar Stabilized Subg~ade
~L~ERLa, L: Lime Treated Light Brown Sandy
Clay
CLAS.SIFICAnON; StabiLLzed Subgrade
:z*~ ~n~TI~OD: ASTM D-69~5 ASTM D-4318
Method A
DATE SA_~LED: 03/20/2003
MATERi&L PRF~pARATION: Moist
IL&MME R TYPE: Mechanical
S:LMFLED BY; J. Jernigan
SA.VFPLE LOCATION; Ruby Rd., Station 11 +50
REPORT OF TEST
Y,L4 ,'~-M L%I DRY DENSITY, pcf: 105.5
OPTLMI~,I MOIST[nRE CONTENT, %: [ 8.0
1,1QtrlD LIMIT: 25
PLASTIC L1MIT: 22
MOISTU/a.E DENSITY RELATIONS
109
107
Densi~
105
12 14 16 18 20 22 24
MO1STURg COI~fEN-~ (%)
Technician: Joe Jemigan
Report Distribution:
i;) Ciw of Copp¢ll
t; ! r~eo Paving Compmay
gineers, Ltd.
y / John Moody
PrQect Man.er
Page 1 of 1
,7 14 2(m3 14~59 FAX 2146309519
('lient:
City of Coppell
Ama: Ms. Suxa~ Taylor
PO Box 478
Coppell TX 75019
Project: Ruby Road (ST 01-02)
CoppelI, TX
8908 Ambassador Row, Dallas, TK 75247
2696 Gravel Drive, Fort Worth, TX 7611 ~
6300 Rothway, St~ 150, Houston, IX 77040
Corporate Phone: (214) 630-9745
MOISTURE DENSITY RELATIONS
Report NO.: 173083
Project,No.: 027176
Date of Service: 03/20/'2003
Report Date: 03/25/2003
Obtain a sample 0fmateHal from the jobsire, bring thc sample back ~o the laboratory and perform a moisture density relafiollship text in
accordance v<th ASTM Standards.
PROJECT DATA
· co~crR.acnr O v,: Tiseo Paving
~: ~.sx FOR: StabLlized Subgrade
~t~ ~'mx,c: LLme Treated Dark Brown Sandy
Clay
~:L.*SS~}:tCAnO~: Stabilized Subgrade
~'~s t rd~TUOD: ASTM D-698 ASTM D-431 $
Method A
DATE SA2tIPLED: 03/20/2003
NIAIERIAL PREPARATION: Moist
P~<,n ~R nceE: Mechanical
SAMI~LED By; J. Jernigan
s~Mm.g LOC~:r~o.~: Ruby Rd., Station 3+50
REPORT OF TEST
DRY DENSITY, pcf: 89.5
IAQL]D LIM.II: 39
PLASIIC I,LMIT: 3 1
5't.ASilCIT¥ DiDEX: 8
Dr~
Density
(pc0
DENSITY RELATIONS
93
89
85
24 26 2~ 30 32 34 36
MOISTURE CONWENT (%)
Technician: Joe Jemigan
Report Dis~'lbutiou;
i ) Cky of Coppdl
ngineers, Ltd.
Page 1 of 1 '
RoneEngineers
MOISTURE DENSITY RELATIONS
Client:
City of Coppell
Arm:Ms SuzanTa31or
PO Box 478
Coppell TX 75019
Project: Ruby Road (Sq 0I 02)
Coppell, TX
Report No.: 173268
Project No.: 027176
Date of Ser,~iee: 03/22/2003
Reporl Date: 0V25/2003
accoidancc wit[~ AS;IM 51anda~ds
PROJECT DATA
CONI RACIOR: Tiseo Paving
'r~ss'~ vt)a: Stabilized Subgrade
M \II';RIAI: lime Treated l)ark groxxn Smqcly
Clay
(~xss~v~cx~m5: Stabilized Sttbgrade
~[s~ m..mo~}: ASTM 1)-698 ASI'M D-4318
Method A
~)~x ~ ~: s,xxn't~v.t): 03/22/2003
IMATERIAL PRIPARATION: Moist
s,,,mq,l.:r~ t~',: Richard Btfilion
s,t~4ptl;l()~ ~()~: Station 5~00.6~00and7400,
combination
REPORT OF TEST
M\XIMI M 1)1l'~ I)ENSII'~, poi: 90.0
OPqlMI M MOISTIq/I] C()NIENT,%: 2c) 0
PLkSII('IIYINDEX: 6
I)ry
(poi)
MOIS I tTRE I)ENSFI Y RkI~ATIONS
83
24 26 28 30 32 34 36
',IOISTURE CON'FEN1 (%)
Technician: Richard Bullion
Report Distribution:
(I) Cit5 ol
Rone ~ ~,ineers, Ltd.
6-" / P~ oiect Manage\
Rone
neers
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
City of Coppel}
Attn: Ms. Suzan Taylor
PO Box 478
Coppel! TX 75019
Project: Ruby Road (ST 01-02)
Coppell, TX
Report No.: 173254
Project No.: 027176
Date of Service: 03/22/2003
Report Date: 03/25/2003
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Pa'ting
Test Methods: ASTM D-2922
ASTM D-3017
Gauge: Troxler 3430
Gauge Serial No: 25249
Test Mode: DT
Moisture
Current: 659
Previous: 603
Standard Counts
Density
Current: 2550
Previous: 2554
M/D No. Description
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Dark Brown sandy Clay (Lime Treated)
29.0 89.5 Optimum +4 95 min
F1EI,D DENSITY TESTS
TEST
NO TEST LOCATION
Paving Subgrade
Ruby Road, Station 2+00, north of
centerline
Pax4ng Subgrade
2 Ruby Road, Station 3+00, centerline
Paving Subgrade
3 Ruby Road, Station 4+00, south of
centerline
Paving Subgrade
4 Ruby Road, Station 5+00, centerline
Paving Subgrade
5 Ruby Road, Station 6+00, north of
centerline
Paving Subgrade
PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
DEPTH No. (%) (pcl) (pc0 (% max)
6" 1 26.1' 118.0 93.6 105
6" 1 27.4* 116.8 91.7 102
6" 1 31.0 115.8 88.4 99
6" 1 26.8* 115.3 90.9 102
6" 1 26.4* 119.1 94.2 105
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided fur ;esting We assume no responsibility, for variation m quali~'
(composition, appearance, performance, etc) or any other feature of similar subject matter provided by persons or conditions over which we have no control Our letters and
repons arc for the exclusive use of the cliems to whom they are addressed and shall not be reproduced except in full without the written approval of Roue Engineers, Ltd.
07I)F Page 1 of 2
Project No.: 027176 Client: City of Coppcll
TEST PROBE
NO TEST LOCATION DEPTH
M/D MOISTURE ¥,~T DENSITY DRYDENSITY DENSITY
No. t%) (pcb (pct') (% max)
6 Ruby Road, Station 7+00, south of 6" 1 26.8* 117.4 92.6
centerline
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Density tests over 102% may be due to mismatch of material or over compaction.
103
Technician: Richard Bullion
Report Distribution:
(I) City of Coppeil
(1) Tiseo Paving Company
(1) Pach¢co Koch
( I ) Wrlghl Construction Company
Started: 11:30A
Finished: 2:15PM ~Rone/F~ineers, Ltd.
~" ~ John Moody
/ Project Manager
LIMITATIONS: The Test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibilit5 for vanafion in quality
(composition, appearance, performance, crc) or any other feature of similar subjecl matter provided by persons or conditions o~er which we have no control Our letlers and
reports are for the exclusive use of the clients to whom they are addressed and shail not be reproduced except in full without the wnrcn approval of Rone Engineers, Ltd
0?DF Page 2 of 2
RoneEngineers
8908 Ambassador Row
Dallas, Texas 752474510
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
City of Coppell
At~:Ms. Suzan Taylor
PO Box478
CoppeI1 TX 75019
Project: Ruby Road (ST 01-02)
Coppell, TX
Report No.: 173216
Project No.: 027176
Date of Service: 03/21/2003
Report Date: 03/25/2003
Services: Perform In-Place Densily Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACI(JR: Tiseo Paving
Test Methods: ASTM D-2922
AS'IM D-3017
Standard Counts
Gauge: Troxler 3430 Moisture Density
Gauge Serial No: 32685 Current: 666 Current: 2990
Test Mode: DT
Previous: 674 Previous: 2991
No.
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
Description Moisture % Density pcf Moisture Density
Dark Brown sandy Clay (Lime Treated)
29.0 89.5 Optimum +4 95 min
FIELD DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH
MfD MOISTURE ~VET DENSITY DRY DENSITY DENSITY
No. (%) (pcf) (pct') (% max)
Paving Subgrade
1 Ruby Road, Station 2+00, right of 6" 1 25.5* 114.1 90.9 102
centerline
Paving Subgrade
2 Ruby Road, Station 3+00 at centerline 6" 1 26.0* 117.1 92.9 104
Paving Subgrade
3 Ruby Road, Station 4+00, left of centerline 6" 1 27.1' 114.4 90.0 101
Paving Subgrade
4 Ruby Road, Station 5+00, right of 6" 1 26.0* 115.9 92.0 103
centerline
Paving Subgrade
5 Ruby Road, Station 6+00 at centerline 6" i 25.2* 116.3 92.9 104
Paving Subgrade
6 Ruby Road, Station 7+00, left of centerline 6" 1 25.5* 117.3 93.5 104
I.IMITATIONS The lest rcsu!ts presented herein were prepared based upon the specific samples provided for testing We assume no responsibilily for variation in quality
I compos~t~on, appearance, performance, etc.) or any other feature of similar subject manor provided by persons or conditions over which we have no control Our letters and
repo,'ls are for the exclusive use of the cIicnts to whom they are addressed and shall not be reproduced except in full without the writlen apprc3val of Rone Engineers, Lld
07DK Page 1 of 2
Project No.: 027176 Client: City of Coppell ~'~ '> - ~a .......... ~:~J
'rEST
NO
7
PROBE
TEST LOCATION DEPTH
M~D MOISTURE ~,T~T DENSITY DRYDENSITY DENSITY
No. (%) (pcf} (pcO (% max)
Paving Subgrade
Ruby Road, Station 8+00 at centerline 6" 1 29.5 I 16.2 89.7
An asterisk (*) appears next to test results which do NOT meet the project specifications.
100
Technician: Joe Jernigan
Report Distribution:
( 1 ) CiD' of C oppell
( I ) Tiseo Paving Company
( I ) Pachexo Koch
(I) Wright Construction Company
Started: 4:00pm
Finished: 6:00pm~gineers' Ltd.
// / - John Moody
~"~ / Project Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing We assume no responsibility for xadation in quality
(composition, appearance, performance, etc.) or any other feature ol'similar subject matter provided by persons or conditions over which we have no control Our letters and
repoits are for the exclusive usc of the clients to whom they are addressed and shall not be reproduced except in full without the '~Titten approval of Rone Engineers, Ltd.
07DK Page 2 of 2