ST9301-LR050804 8908 Ambassador Row, Dallas, TX 75247
k ilo n e Engineering 2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
vii, Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 238311
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 07/25/2005
Coppell TX 75019 Report Date: 08/04/2005
Project: East Sandy Lake Road 'o-i 2Ab
ST 93-01 I , e�-t
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: 35519 Current: 678 Current: 2561
Test Mode: DT Previous: 671 Previous: 2563
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 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. ( %) (pcf) (pcf) (% max)
Backfill
1 Wire wall, Station 34 +00 6" 1 13.4 130.5 115.1 99
Backfill
2 Wire wall, Station 38 +00 6" 1 13.1 129.1 114.1 98
Backfill
3 8" water line, Station 35 +13, 4' below grade 6" 1 13.0 129.3 114.4 98
Backfill
4 8" water line, Station 35 +13, 3' below grade 6" 1 13.0 130.0 115.0 99
Backfill
5 8" water line, Station 35 +13, 2' below grade 6" 1 14.4 129.5 113.2 97
Backfill
6 8" water line, Station 35 +13, 1' below grade 6" 1 13.1 130.1 115.0 99
Backfill
7 8" water line, Station 35 +13, final 6" 1 14.2 128.7 112.7 97
Backfill
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.
17TM Page 1 of 2
Report No.: 238311 Ns
Project No.: 059909 Client: City of Coppell
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pci) (pcf) (% max)
8 8" water line, Station 39 +00, 4' below grade 6" 1 16.2 133.6 115.0 99
Backfill
9 8" water line, Station 39 +00, 3' below grade 6" 1 15.0 134.3 116.8 100
Backfill
10 8" water line, Station 39 +00, 2' below grade 6" 1 13.7 128.4 112.9 97
Backfill
11 8" water line, Station 39 +00, 1' below grade 6" 1 14.3 130.5 114.2 98
Backfill
12 8" water line, Station 39 +00, grade 6" 1 15.1 131.6 114.3 98
Backfill
13 8" water line, Station 49 +39, 2' below grade 6" 1 16.3 131.9 113.4 97
Backfill
14 8" water line, Station 49 +39, 1' below grade 6" 1 14.3 131.1 114.7 98
Backfill
15 8" water line, Station 49 +39, final 6" 1 14.3 130.9 114.5 98
Backfill
16 8" water line, Station 50 +50, 3' below grade 6" 1 15.0 134.3 116.8 100
Backfill
17 8" water line, Station 50 +50, 2' below grade 6" 1 14.2 131.0 114.7 98
Backfill
18 8" water line, Station 50 +50, l' below grade 6" 1 13.3 129.0 113.9 98
Backfill
19 8" water line, Station 50 +50, grade 6" 1 13.2 128.4 1 ..4 97
Test results on this report meet project specification.
Roi 'n.>In •gig
Technician: Julio Perez Started: 1:15am Finished: 5:45pm ��
128.4
Report Distribution:
(1) City of Coppell
Wir
(1) City of Coppell lay Stark
(I) Tiseo Paving 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.
1 J7TM Page 2 of 2
5908 ambassador Row, Dallas, TX 75247
2 696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
, 4 Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 237321
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 07/06/2005
Report Date: 08/04/2005
Project: East Sandy Lake Road
\VL
ST 93 -01
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 I.D.: 9616 -B MEASURED
SLUMP
CONCRETE SUPPLIER: Southern Star PLACEMENT DATE: 07/06/2005 (inches)
PLANT: 29 WEATHER CONDITIONS: Partly cloudy 4.0
SPECIFICATION REQUIREMENTS TIME SAMPLED: 3:05pm BATCH TIME: NA
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 91 F CONCRETE: 90 F
SLUMP (in): 3" - 5" TRUCK NO: 1092 TICKET NO: 974034
AIR ( %): NA AIR CONTENT ( %): NA UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -3 1 except 9 12 Inlet
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Inlet walls, Sandy Lake Road,
ASTM C -39 REPORT OF TESTS Station 1 +19
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 07/13/2005 7 6.00 28.26 102440 3620 Unbonded Cap
1 2 08/03/2005 28 6.00 28.26 123940 4380 Unbonded Cap
1 3 08/03/2005 28 6.00 28.26 122640 4340 Unbonded Cap
Average 4360
1 4 Hold
/
d
Technician: Julio Perez Started: 12:OOpm Finished: 4:OOpm Ro' ' i , . 1 ering
Report Distribution:
(1) City of Coppell
(1) City of Coppell Clay Stark
(1) Tiseo Paving 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
01SS Page 1 of 1