ST0001-LR020517RoneEr gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630=9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
City of Coppell
Arm: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 149875
Project No.: 015729
Date of Service: 05/15/2002
Report Date: 05/17/2002
Project:
Services:
Creekview Drive and
Freeport Parkway
Coppell, TX
Perform In-Place Density Test in accordance with ASTM Standards.
PRO~IECT DATA
CONTRACTOR:
Test Methods:
Infrastructure Services, Inc.
ASTM D-2922
ASTM D-3017
M/D No.
Standard Counts
Description
Gauge: Troxler-3430 Moisture
Gauge Serial No: 32685 Current: 649
Test Mode: DT Previous: 640
MOISTURE DENSITY RELATIONS
Maximum
Recycled Concrete Material
Density
Current: 3086
Previous: 2991
Moisture % Density pcf
Project Requirements
Moisture Density
16.5
111.0 Optimum +5
95 mia
FIELD DENSITY TESTS
TEST
NO
TEST LOCATION
PROBE
DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pet) (pet) (% max)
Subgrade brick paving
1 Apex #2, grade
Subgrade brick paving
2 Apex #3, grade
Subgrade brick paving
3 Apex #4, grade
6" 1 17.3 129.1
6" 1 17.6 130.2
6" 1 18.0 129.9
Test results on this report meet project specification.
Technician: Joe Jemigan Started: 5:00pm Finished: 7:00pm Ro__/_/
Report Distribution:
(l) City of Coppcll (1) City of Coppell
(1) City of Coppell (1) Schfickel, Rollins & Assoc., Inc. ~
( 1 ) City of Coppell Pro
(I) Infrastructure Services, Inc. ·
110.1 9~1~09
110.7
110.1 ~9
, Stark
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, 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.
07CM Page 1 of 1
"oneEn gil
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
City of Coppell
Arm: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 149516
Project No.: 015729
Date of Service: 05/09/2002
Report Date: 05/17/2002
Creekview Drive and
Freeport Parkway
Coppell, TX
Obtain samples of flesh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laborato~T for curing and testing in accordance with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Infrastructure Services, Inc.
CONCRETE SUPPLIER: Lattimor¢
PLANT: 7
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
3" - 5"
3% - 5%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
MIX DESIGN I.D.: 38
PLACEMENT DATE: 05/09/2002
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: l:00pm EATCHT~ME: 12:26pm
TEMPEKATURE(F)-AIR 65 r CONCRETE: 90 v
X~UCK NO: 1040 TIC~T NO: 7116441
AIR CONTENT (%): 4.5 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Light pole on the median of State Street, turning into the west parking lot
SAMPLE LOCATION:
REPORT OF TESTS
30' south from the apex of median
of State Street, light pole
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 1 4.0
1 2 4.0
I 3 4.0
1 4
Technician: Antholly Maldonado
Report Distribution:
(1) City of Copp¢I1
(1) City of Coppell
(1) City of Coppell
(1) Infrastructure Services, Inc.
MAXIMUM
DATE AGE LOAD
TESTED (days) 0b~ force)
05/16/2002 7 94345
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
3340 Unbonded Cap
06/06/2002 28
06/06/2002 28
Hold
Started: 12:30pm Finished: 2:00pm
(1) City of Coppell
(I) Schrickel, Rollins & Assoc., Inc.
Unbonded Cap
Unbonded Cap
Rone ~/~.ra l~c,
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 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.
01DK Page I of 1
RoneEn 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
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppel! TX 75019
Creekview Drive and
Freeport Parkway
Coppell, TX
Perform In-Place Density Test in accordance with ASTM Standards.
Report No.: 149510
Project No.: 015729
Date of Service: 05/09/2002
Report Date: 05/17/2002
CONTRACTOR:
Test Methods:
Infrastructure Services, Inc.
ASTM D-2922
ASTM D-3017
PROJECT DATA
Gauge: TroxIer 3430
Gauge Serial No: 32685
Test Mode: DT
Moisture
Current: 643
Previous: 637
Standard Counts
Density
Current: 3002
Previous: 2966
M/D No.
Description
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Dark Brown Clay, trace organics and gravel (Lime
treated)
22.5 96.5
Project Requirements
Moisture Density
Optimum +5 95 min
FIEI,D DENSITY TESTS
TEST
NO
PROBE
TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pc/) (pef) (% max)
Paving Subgrade
Station Road, Station 35+10 6" 1 24.9
Test results on this report meet project specification.
Technician: Joe Jemigan
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) City of Coppell
(1) Infrastructure Services, Inc.
Started: 12:00p
(1) City of Coppell
(1) Schrickel. Rollins & Assoc., Inc.
121.2 97.0 101
Finished: l:30pm Ronel
Project I
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 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.
07DK Page 1 of 1