ST0001-LR020321 (3)RoneEn gine ers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75109
Report No.: 144228
Project No.: 015729
Date of Service: 02/20/2002
Report Date: 03/21/2002
Project:
Creekview Drive and
Freeport Parkway
Coppell, TX
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
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Infrastructure Services, Inc.
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
4000 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.: 42
PLACEMENT DATE: 02/20/2002
WEATHER CONDITIONS: Clear
TIME SAMPLED: 9:15am BATCHTIME: 8:28am
TEMPERATURE (F) - AIR 60 F CONCRETE: 72 F
TRUC~C NO: 947 TICm~T NO: 7113465
AIR CONTENT (%): 5.0 UNIT WEIGHT (,pcf}: NA
OVERALL PLACEMENT LOCATION:
Paving - intersection of Freeport & Ruby
SAMPLE LOCATION:
REPORT OF Tg,~qT~q
10' north x 12' west of southeast
comer of Ruby
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs, force) (psi) TYPE
1 I 4.5 02/23/2002 3 112450 3980 Unbonded Cap
1 2 4.5 02/27/2002 7 121760 4310 Unbonded Cap
1 3 4.5 03/20/2002 28 142225 5030 Unbonded Cap
1 4 4.5 03/20/2002 28 133600 4720 Unbonded Cap
Average 4880
1 6
Hold
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 fitil without the written approval of RoDe Engineers, Inc.
01DK Page 1 of 2
Report No.: 144228
RoneEngineers
Project No.: 015729 Client: City of Coppell
Water added at site: 15 ~allons
Technician: Anthony Maldonado
Report Distribution:
(1) City of Coppell
(1) City of Copp¢ll
(1) City of Copp¢ll
(1) Infrastructure Service~, Inc.
Started: 7:30am Finished: 11:00am
(1) City of Coppcll
(1) Schriekel, Rollins & Assoc., Inc.
Project Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for varlafion 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
repons 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 2 of 2
.oneEnug
8908 Ambassador Row
Dallas, Texas 75247=45?.0
(214) 630-9745
(2?.4) 63O-98?.9 (fax)
REPORT OF PULVERIZATION/GRADATION TESTING
Client:
City of Coppell
ACm: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75109
Report No.: 146067
Project No.: 015729
Date of Service: 03/15/2002
Report Date: 03/21/2002
Project:
Services:
Creekx4ew Drive and
Freeport Parkway
Coppell, TX
Pulverization/Gradation Testing
Report of Test
On this date, a Rone Engineers, Inc. representative was on site to perform
Pulverization/Gradation Testing. The results are attached.
Technician Time:
Page 1 of 2
Technician: Joe Semigan
Report Distribution:
(1) City of Copp¢ll
(1) City of Coppell
(1) City of Coppell
(1) Infrastructure Services, Inc.
2:00pm - 3:30pm
(1) City of Coppell
( 1 ) Schrickel, Rollim & Assoc., Inc.
Project Manager
LIMITATIONS: The test results p~sented 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 feaiure of similar subject matter provided by persons or conditions over which we have no control. Our letters and
repons are for the exclusive use of the cheats to whom they are addressed and shall not be reproduced except in fidl without the wrlttea approval of Rone Engineers, Inc.
99DK Page I of 1
%Tooo I
R°neEr g ?l
8908 Ambassador ROW
Dal~, Texas 75247
214.630.9745 FAX 214.630.9819
REPORT OF
GRADATIONS OF LIME TREATED SOILS
Client:
Project:
City of Coppell
Creekview Ddve and Freeport Parkway
Coppell, TX
Report No.: 146067
Project No.: 015729
Date of Service: 03/15/2002
Page 2 of 2
Specifications:
100% passing 1 3/4 sieve
60% passing fl-4 sieve
Weight Pement Weight Pement
Sample Retained Passing Retained Passing
Location Weight 1 3/4" sieve 1 3/4" sieve ~ sieve #4 sieve
1 Southbound lane, Freeport, Station 31+25 10.0 0 100% 3.8 62.0%
2 Southbound lane, Freeport, Station 33+25 10.0 0 100% 4.0 60.0%
3 Southbound lane, Freeport, Station 35+25 10.0 0 100% 3.4 64.0%
4
5
6
7
8
9
10
Additional Comments:
LIMITATIONS: T~e test results presented herein were prepared based upon the speck samples provided for testing. We assume no
respenslblllt7 for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by
pecsons or conditions over which we have no control. Our letters and reports am for the excJusi~ use of the clients to whom they are addressed.