ST0001-LR020515RoneEn gine ers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
REPORT OF PULVERIZATION/GRADATION TESTING
Client:
Infrastructure Services, Inc.
Arm: Mr. Phillip Bennett
PO Box 496448
Garland TX 75049-6448
Project: Creekview Drive and
Freeport Parkway
Coppell, TX
Services: Pulverization/Gradation Testing
Report of Test
Report No.: 147290
Project No.: 026186
Date of Service: 04/06/2002
Report Date: 05/15/2002
On this date, a Rone Engineers, Inc. representative was on site to perform
Pulverization/Gradation Testing. The results are attached.
Technician Time: lt:15am - 12:15pm
Page I of 2.
***REVISED this date to
Technician: Chris Webber
Report Distribution:
(I) [nfrasUucmre Scrviccs, Inc.
(1) City of Coppell
(1) City of Coppell
(!) City of Coppell
reflect correct client***
(1) Infrastructure Services, Inc.
(I) Schrickcl, Rollins & Assoc., Inc.
Project Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibi!it~ for variation in quality
(composition, appeasancc, performance, etc.) or any other fcaturc of similar subject matter provided by persons or conditions ovcr which we have no conuol. Our letters and
repons are for the cxclnsivc usc of the clients to whom they are addresscd and shall not be reproduccd cxcept in full without the written approval of Rons Engineers, Inc. '
99DK Page I of I
RoneEngineers
Client:
Infrasl~ucture Services, Inc.
At, n: Mr. Phillip BennetX
PO Box 496448
Garland TX 75049-6448
Project: Creekview Drive and
Freeport Parkway
Coppell, TX
Services: Cylinder Collection
8908 Ambassador Row
Dallas, Texas 75247-4510
(214} 63~-974S
(214) 630-9819 (fax}
REPORT OF CYLINDER COLLECTION
Report No.: 148138
Project No.: 026186
Date of Service: 04/20/2002
Report Date: 05/15/2002
Report of Collection
On this date, a Rone Engineers, Inc. representative arrived on site as scheduled
to pick up compressive strength test specimen cast prior to this date.
Technician Time: 7:00 a.m. - 9:00 a.m.
Page 1 of 1
***REVISED this date to reflect correct client***
Technician: Anthony Maldonado
Report Distribution:
(1) Infrastructure Services, Inc.
(1) City of Coppell
(I) City of Coppell
(1) City of Coppell
(I) Infrastructure Services, Inc.
(1) Schrickel, Rollins & Assoc., Inc.
Cla~tark
Project Manager
LIMITATIONS: Thc test results presented herein were prepared based upon thc specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other fi~ature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports nrc for thc exclusive usc of the clients to whom thcy~arc addressed and shall not bc reproduced except in full without thc written approval of Ronc Engineers, Inc.
99DF Page I of I
ineers
Client:
Infrastructure Services, [nc'.
Arm: Mr. Phillip Bennett
PO Box 496448
Garland TX 75049-6448
Project: Creekview Drive and
Freeport Parkway
Coppell, TX
Services: Cylinder Collection
8908 Ambassador Row
Dallas, Texas 75247-4510
(214] 6~0-9745
(214) 630-9819 {fax)
REPORT OF CYLINDER COLLECTION
Report No.: 148698
Project No.: 026186
Date of Service: 04/27/2002
Report Date: 05/15/2002
Report of Collection
On this date, a Rone Engineers, Inc. representative arrived on site as scheduled
to pick up compressive strength test specimen cast prior ~o this date.
Technician Time: 7:30am - 9:30am
Page 1 of 1
***REVISED this date to reflect correct clent***
Technician: Eric White
Report Distribution:
(I) Infrastructure Services, Inc.
(I) City of Copl~ll
(1) City of Copp~ll
(1) City of Copp~ll
(1) Infrastructure Services, lac,
(1) Schrickcl, Rollins & Assoc., Inc.
Project Manager
LIMITATIONS: Thc test results presented herein were prepared basad upon thc specific samples provided for t~ting. Wc 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
repo~s are for thc exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without thc written approval of Rone Engineers, Inc.
99DK Page 1 of 1
Ro gineers
Client:
lnfrestructure Services, Inc.
Attn: Mr. Phillip Bennett
PO Box 496448
Garland TX 75049-6448
Project: Creekview Drive and
Freeport Parkway
Coppell, TX
Services: Cylinder Collection
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax}
REPORT OF CYLINDER COLLECTION
Report No.: 147306
Project No.: 026186
Date of Service: 04/06/2002
Report Dnte: 05/I 5/2002
Report of Collection
On this date, a Rone Engineers, Inc. representative arrived on site as scheduled
to pick up compressive strength test specimen cast prior to this date.
Technician Time:
Page 1 of 1
8:00 am to 10:00 am
***REVISED this date to reflect correct client***
Technician: Cody Carroll
Report Distribution:
(1) Infrastructure Services, Inc.
(1) City of Coppell
(1) City of Coppell
(l) City of Coppoll
(1) Infrastructure Services, Inc.
(1) Schrickel, Rollins & Assoc., Inc.
Ro .
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 hevc no control. Out lencrs and
reports arc for thc exclusive usc of thc clients to whom they arc addressed and shall not he reproduced except in full without thc written approval of Rone Engineen, Inc.
99CM Page 1 of I
Ro gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 63O-9745
(214) 6~0-9819 {fax}
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 147230
Project No.: 015729
Date of Service: 04/05/2002
Report Date: 05/15/2002
Creekview Drive and
Freeport Parkway
Coppell, TX
Obtain samples of fresh concret~ 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.
CONCRET~ SUPPLIER: Lattimore
PLANT: 3
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.: 42
eLACEMENT DATE: 04/05/2002
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 10:20am BATCH TIME: 9:18am
TEMPERATURE (F) - AIR 60 F CONCRETE: 70 g
TRVCK NO: 1124 TICm~T NO: 3142726
AIR CONTENT (%): NA UNIT WEIGHT {pet): NA
OVERALL PLACEMENT LOCATION:
Paving - Freeport from Station 31 +50 to Station 36+.03
SAMPLE LOCATION: Station 32+50
REPORT OF TESTS
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 1 3.75 04/09/2002 ~ 90530 ~ Unbonded Cap
1 2 3.75 04/12/2002 ~ 99750 ~ Unbonded Cap
I 3 3.75 05/03/2002 127440 Unbonded Cap
1 4 3.75 05/03/2002 128930 Unbonded Cap
Average 4540
1 5 Hold
LIMITATIONS: Thc test results presented herein were prepared based upon thc specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other fi=arum 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 RoDe Engineers, Inc.
01DK Page I of 6
Report No.: 147230 RoneEngineers
Project No.: 015729 Client: City of Coppell ~li/
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
DATE AG E
TESTEI} (days)
MAXIMUM COMPRESSWE
LOAD STRENGTH FRACTURE
(lbs. force) (psi) TYPE
***REVISED this date
overtime***
to reflect correct billing
time. See
report ~149797 for
LIMITATIONS: Thc test results presented her~in were p~pared based upon the specific samples provided for t~sting. 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 lctmrs and
reports are for the exclusive us~ of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rons Engineers, lnc.
01DK Page 2 of 6
RoneEngineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 63O-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
Ci~' of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 147230
Project No.: 015729
Date of Service: 04/05/2002
Report Date: 05/15/2002
Creekview Drive and
Freeport Parkway
Coppcll, 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
~TRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Infrastructure Services, Inc.
CONCRET~ SUPPLIER: l~attimore
PLANT: 3
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.: 42
PLACEMENT DATE: 04/05/2002
WEATHER CONDITIONS: Sunny
TIME SAMPLED: 12:30pm BATC,HTIME: ll:39am
TEMPERATURE (F} - AIR 62 F CONCRETE: 78 F
TRUCK NO: 1026 TICKET NO: 7115227
AIR CONTENT (%): 4.8 UNIT WEIGHT (pet}: NA
OVERALL PLACEMENT LOCATION:
Paving - Freeport from Station 31 +50 to Station 36+.03
SAMPLE LOCATION: Station 33+66
REPORT OF TESTS
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
2 1 3.25 04/09/2002 4 105690 3740 Unbonded Cap
2 2 3.25 04/12/2002 7 i 14350 4040 Unbonded Cap
2 3 3.25 05/03/2002 28 148745 5260 Unbonded Cap
2 4 3.25 05/03/2002 28 152600 5400 Unbonded Cap
Average 5330
2 5 Hold
LIMITATIONS: Thc tcst results presented herein were prepared bascd upon the specific samples provided for testing. Wc 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 wc have no control. Our letters and
repoC~s ate for the exclusive use of the clients to whom they ate addressed and shall not be reproduced except in full without the written approval of Rone £ngincers~ lac.
01DK Page 3 of 6
Report No.: 147230 RoneEngineers
Project No.: 015729 Client: City of Coppell mm~mJl
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (wi) TYPE
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, pcrformance, 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 add~ssed and shall not be reproduced except in full without the written approval of Rone Engineers, Inc.
01DK Page 4 of 6
Ro gineers
8908 Ambassador Row
Dallas. Texas 75247-4510
(214) 630-9745
(214) 630.9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 147230
Project No.: 015729
Date of Service: 04/05/2002
Report Date: 05/15/2002
Creekview Drive and
Freeport Parkway
Coppell, TX
Obtain samples of frash 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.
CONCR~['~ SUPPLIER: Lattimore
PLANT: 3
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
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: 04/05/2002
WEATHER CONDITIONS: Sunny
TIME SAMPLED: 3' I Opm BATCH TIME: 2:01 pm
TEMPERATURE (F) - AIR 65 F CONCRETE: 80 F
TRUCK NO: 956 TICKET NO: 7115240
AIR CONTENT (%): 4.2 UNIT WEIGHT (pcO: NA
OVERALL PLACEMENT LOCATION:
Paving - Freeport from Station 3 I+~0 to Station 36+.03
SAMPLE LOCATION: Station 36+.03
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AG E LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 I 4.5 04/09/2002 4 80990 2860 Unbonded Cap
3 2 4.5 04/12/2002 7 97390 3440 Unbonded Cap
3 3 4.5 05/03/2002 28 124795 4410 Unbonded Cap
3 4 4.5 05/03/2002 28 122540 4330 Unbonded Cap
Average 4370
3 5 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 fuji without the written approval of Rone Engineers, ]nc.
01DK Page $ of 6
Report No.: 147230 RongEilgjneer~
Project No.: 015729 Client: City of Coppell ~J/
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
DATE AGE
TESTED (deys)
MAXIMUM
LOAD
(lbs. force)
COMPRESSIVE
STRENGTH
(psi)
FRACTURE
TYPE
Technician: Cody Carroll
Report Distribution:
(I) City of Coppell
(!) City of Coppcll
(1) City of Coppell
(I) Infrastructure Services, Inc.
Started: 7:00am Finished: 3:00pm
(1) City of Coppell
(1) Schricbel, Rollins & Assoc., lnc
Rone E~e~
Project Maria
LIMITATIONS: The test result~ 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 writmn approval of Rone Engineers. lac.
01DK Page 6 of 6
Ro gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9'745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 148410
Project No.: 015729
Date of Service: 04/24/2002
Report Date: 05/15/2002
Creekview Drive and
Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required field ~sting, 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
3000 psi ~ 28 Days
3" - 5"
3% - 6%
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: 04/24/2002
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 9:00am BATCH TIME: 8:26am
TEMPERATURE (F} - Alii 75 F CONCRETE: 90 F
TRucK NO: 1125 TICKET NO: 7115787
AIR CONTENT {%): 4.0 UNIT WEIGHT (pPI): NA
OVERALL PLACEMENT LOCATION:
Paving - turn lan~ of Freeport Parkway to Ruby, eastbound approaches on Stat~ and
southbound and northbound driveway leading into wast parking lot, and apex of median of
State & Freeport notch & south
SAMPLE LOCATION: 5' south x 3' east of northwest
REPORT OF TESTS com of approach at Freeport
Concrete Compressive Cylinder 6" x 12" (area 28.27 SCl. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I 1 3.0 04/27/2002 3 75455 2670 Unbonded Cap
1 2 3.0 05/01/2002 7 92375 3270 Unbonded Cap
1 3 3.0 05/22/2002 28 Unbondcd Cap
1 4 ' 3.0 05/22/2002 28 Unbonded Cap
I 5 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. Om' 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.
O1DK Page 1 of 3
Report No.: 148410 RoneEmlineers
Project No.: 015729 Client: City of Coppell ~i~l
Water added au site: 10 gallons
***REVISED this date to reflect correct billing time. See report #149798 for
overtime***
LIMITATIONS: Thc test results presented heroin 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 ate 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 3
Ro gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
{214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
City of Coppell
Atto: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 148410
Project No.: 015729
Date of Service: 04/24/2002
Report Date: 05/15/2002
Creekview Drive and
Freeport Parkway
Coppoll, 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 t~sting in accordance with applicable standards.
PROJECT DATA
STRENGTH:
sLuMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Infrastructure Services, Inc.
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
3" - 5"
3% - 6%
ASTM C- 172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C- ! 064
ASTM C-138
ASTM C-39
MIX DESIGN I.D.: 42
PLACEMENT DATE: 04/24/2002
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: l:05pm BATCHTIME: 12:36pm
TEMPERATURE {F) - AIR 78 F CONCRETE: 90 F
TRUCKNO: 975 TICKETNO: 3143682
AIR CONTENT (%): 4.5 UNIT WEIGHT (pct}: NA
OVERALL PLACEMENT LOCATION:
Paving - turn lane of Frceport Parkway to Ruby eastbound appmachments on State and
southbound and northbound driveway leading into west parking lot and noses of methun
State & Freaport north & south
SAMPLE LOCATION: 10' north x 8' east of southwest
REPORT OF TESTS comer of driveway west parking lot
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
2 1 3.25
DATE
TESTED
MAXIMUM COMPRESSIVE
AG E LOAD STRENGTH FRACTURE
(days) (lbs. force) (psi) TYPE
04/27/2002
3 80130 2830 Unbonded Cap
2 2 3.25
05/01/2002
7 89780 3170 Unbonded Cap
2 3 3.25
2 4 3.25
05/22/2002
05/22/2002
28 Unbonded Cap
28 Unbonded Cap
2 5
Technician: Anthony Maldonado
Report Distribution:
(1) City of Coppell
(l) City of Coppell
(1) City of Coppell
(1) Infrnstmcture Services, Inc.
Hold
Stnrted: 7:30am Finished: 3:30pm
(1} City of Coppell
(1) Schrickel, Rollins & Assoc., Inc.
Stark
Project Manager
LIMITATIONS: Thc test results presented herein were prepared based upon thc 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 3 of 3