ST0001-LR020225 (2)Ro gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
Project:
Services:
City of Coppell
Atto: Ms. Susan Taylor - Ehgineering Dept
PO Box 478
Coppell TX 75109
Creekview Drive and
Freeport Parkway
Coppell, TX
Perform In-Place Density Test in accordance with ASTM Standards.
Report No.: 144157
Project No.: 015729
Date of Service: 02/19/2002
Report Date: 02/25/2002
PROJECT DATA
CONTRACTOR: Infrastructure Services, Inc.
Test Methods: ASTM D-2922 Gauge: Troxler-3430 Moisture
ASTM D-3017 Gauge Serial No: 32685 Current: 599
Test Mode: DT
Previous: 582
MOISTURE DENSITY RELATIONS
Maximum
M/D No. Description Moisture % Density pcf
1 Dark Brown clay, w/organics gravel, lime treated 22.5 96.5
FIELD DENSITY TESTS
Standard Counts
Density
Current: 3112
Previous: 3988
Project Requirements
Moisture ~
Optimum +5
TEST PROBE
NO TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pcf} (pcO (% max)
Paving subgrade
l Northbound Iane Freeport, station 32+00 6" I 26.7 122.5
Paving subgrade
2 Westbound lane Ruby, station 31+74 6" 1 25.8
Test results on this report meet project specification.
Started: 12:30p
(I) City of Copp¢ll
Finished: 3:00pm
96.7
(1) Schrickel, Rollins & Assoc.. 1nc.
120.5 95.8
Technician: Joe Jemigan
Report Distribution:
(1) City of Copp¢ll
(1) City of Coppell
p~. y Stark
((II ICjTas°tfruC~uPPreel~ervlces, Inc. ect Manag.er ~
100
99
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided tbr testing. We assume no responsibility for variation in quality
(composition, appearance, pertbrmance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters aad
reporls 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 Engineers, lac
07CM Page I of I
g,neers
8908 Ambassador Row
Dnllas, Texas 75247-4510
(214) 63O-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
City of Coppell
Aim: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75109
Report No.: 143632
Project No.: 015729
Date of Service: 02/13/2002
Report Date: 02/25/2002
Creekview Drive and
Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, east compressive smmgth samples and bring
samples back to the laboratory for curing and testing in accordance with applicabIe standards.
PROJECT DATA
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
com'RAcroa: Infrastructure Services, Inc.
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
NA
NA
ASTM C- 172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C~1064
ASTM C-138
ASTM C-39
~ DESIGN LD.: 38
PLACEMENT DATZ: 02/13/2002
WEATHER CONDITIONS: Clear
TIME SAMPLED: 4:15pm BATCH T~ME: 2:30pm
TEMPERATURE (F} = AIR 59 F CONCRETE: 65 F
TRUCKNO: 955 TICm~T NO.' 7113342
AIR CONTENT (%): 3.5 UNIT WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Inlet on Creekview Road
SAMPLE LOCATION: Station 4+50
REPORT OF TESTS
Concrete Comln~lve Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
1 1 2.75 02/20/2002 96790 Unbonded Cap
1 2 2.75 03/13/2002 28 Unboaded Cap
I 3 2.75 03/13/2002 28 Unbonded Cap
1 4 Hold
Arrived on site at 2:15pm, inlets were not formed until 3:30pm.
Technician: Shane Tally Started: 2:00pm Finished: 4:30pm / Rone Engineers, Inc.
Report Distribution:
(1) City of Coppell (1) City of Coppell
(1) City of Coppell
0)S~4ckel, Rollm~aAssoc.,L~. ///~ J / ClayStark
(1) City of Coppell y/' / Project Manager
(1) Infrastructure Services, Inc.
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, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no contxoL 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 Engineers, Inc.
01DK Page 1 of 1
Report No.: 142532
Project No.: 015729
Client: City of Coppell
RoneEngineers
TEST PROBE MfD MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. (%) (pet) (pc0 (% max)
5 Retest of Item #6 from report #141507,6" 1 22.1 127.5 104.4 "~99
dated 01/10/2002
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Tests accepted per City of Coppell Inspector Larry Davies.
Techniclnn: Joe Jemigan
Report Distribution:
(1) City of Ceppell
(1) City of Copp¢ll
(1) City of Coppell
(1) Infms~ucture Services, lnc.
Started: l:00pm Finished: 4:^~ . Rone Engineers, Inc.
LIMITATIONS: The test results presented herein were prepared based upon thc specific samples provided for t esling. We assume no responsibility for variation in quality
(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
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 Engineers, Inc.
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