ST9301-LR060522 one Engineering 8908 Ambassador Row, Dallas, TX 75247
4221 Freidrich Lane, Ste 195, Austin, TX 78744
P. ;- . 7701 W Little York, Ste 600, Houston, TX 77040
ti - Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 256389
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 05/12/2006
Report Date: 05/22/2006
Project: East Sandy Lake Road WO 4. &L0 )
ST 93 -01
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Test Methods: ASTM D -2922 Gauge: Troxler 3430 Moisture Density
ASTM D - 3017 Gauge Serial No 34009 Current: 636 Current: 2541
Test Mode: DT
Previous: 641 Previous: 2540
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Brown Sandy Clay w/ limestone fragments & 10.5 122.0 Optimum +5 95 min
Organics
2 Reddish Brown Sandy Silty Clay 12.5 116.5 Optimum +5 95 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pci) (pct) (% max) .
Lanscape subgrade
1 100' west of landscape shoulder, 1' below 6" 1 11.6 130.4 116.8 96
grade
Lanscape subgrade
2 200' west of landscape shoulder, l' below 6" 1 12.6 132.0 117.2 96
grade
Lanscape subgrade
3 300' west of landscape shoulder, 1' below 6" 1 12.1 130.6 116.5 95
grade
Lanscape subgrade
4 100' west of landscape shoulder, 2' below 6" 2 12.0* 126.8 113.2 97
grade
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
7SS Page 1 of 2
Report No.: 256389
Project No.: 059909
Client: City of Coppell
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) o
(Pcf) (Pet) (% max)
Lanscape subgrade
5 200' west of landscape shoulder, 2' below 6" 2 10.4* 124.1 112.4 96
bade
Lanscape subgrade
6 300' west of landscape shoulder, 2' below 6" 2 13.0 130.1 115.1 99
grade
An asterisk ( *) appears next to test results which do NOT meet the project spec'fications.
A l 0 Technician: / /
Started: 2:3Opm Finished: 4:15pm R '�A r l i - i
Report Distribution: r � �
(1) City of Coppell
0r / � �
(1) City of Coppell
(1) Tiseo Paving . Scott Watson, AET
Project Manager
•
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
7SS Page 2 of 2
n e E n f n e e r i i1 8908 Ambassador Row, Dallas, TX 75247
1 4221 Freidrich Lane, Ste 195, Austin, TX 78744
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 256228
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 05/11/2006
Coppell TX 75019 Report Date: 05/22/2006
Project: East Sandy Lake Road
ST 93 -01 Completion IA t) 4 ( (p
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Gauge: Troxler 3430 Standard Counts
Test Methods: ASTM D -2922 Moisture Density
ASTM D -3017 Gauge Serial No: 36440 Current: 681 Current: 2884
Test Mode: DT Previous: 673 Previous: 2891
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
MUD No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Clayey Sand w /trace sandstone 14.0 113.0 Optimum +4 95 min
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pci) (pcf) (% max)
Wing wall backfill
1 South side box culvert, east side, 6th lift 6" 1 16.4 128.0 110.0 97
Wing wall backfill
2 South side box culvert, west side, 6th lift 6" 1 15.3 128.0 111.0 98
Wing wall backfill
3 South side box culvert, east side, 7th lift 6" 1 17.6 126.4 107.5 95
Wing wall backfill
4 South side box culvert, west side, 7th lift 6" 1 14.7 127.2 110.9 98
Curve backfill
5 Back of curve, westbound Sandy Lake 6" 1 15.2 129.4 112.3 99
Road, Station 37 +50
Curve backfill
6 Back of curve, westbound Sandy Lake 6" 1 16.6 129.2 110.8 98
Road, Station 36 +00
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
07SS Page 1 of 2
Rone Engineering r 8908 Ambassador Row, Dallas, TX 75247
i 4221 Freidrich Lane, Ste 195, Austin, TX 78744
7701 W Little York, Ste 600, Houston, TX 77040
l Corporate Phone: (214) 630 -9745
• CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 254828
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 04/19/2006
Coppell TX 75019 Report Date: 05/22/2006
Project: East Sandy Lake Road ` �/�afk21
ST 93 -01 Completion
Services: Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company MIX DESIGN LD.: 1703 MEASURED SLUMP
CONCRETE SUPPLIER: LMC PLACEMENT DATE: 04/19/2006 (inches)
PLANT: 7 WEATHER CONDITIONS: Sunny 5.0
SPECIFICATION REQUIREMENTS TIME SAMPLED: 12:1 Spm BATCH TIME: NA
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 78 F CONCRETE: 70 F
SLUMP (in): 3" - 5" TRUCK NO: 1093 TICKET NO: 7163422
AIR ( %): 4% - 6% AIR CONTENT ( %): 4.5 UNIT WEIGHT (pct): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C-31 except 9.1.2 Wing wall footing
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Box culvert, west side wing
ASTM C -39 REPORT OF TESTS wall footing
Concrete Compressive Cylinder 6" x 12"
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (Ibs. force) (psi) TYPE
1 1 04/26/2006 7 6.00 28.26 72960 2580 Unbonded Cap
1 2 05/17/2006 28 6.00 28.26 96510 3410 Unbonded Cap
1 3 05/17/2006 28 6.00 28.26 98400 3480 Unbonded Cap
Average 3450
1 4 Hold
//
Technician: Julio Perez Started: 11:30a Finished: 2:15pm �� ` C1�% i g
Report Distribution: / 1 , 1 '
(1) City of Coppell ( •
(1) City of Coppell K. Scott Watson, AET
(1) Tiseo Paving Company Project Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
OISS Page 1of1