ST0001-LR020702Client: City of Coppell Report No.: 152975
Attn: Ms. Susan Taylor - Engineering Dept Project No.: 015729
PO Box 478 Date of Service: 06/25/2002
Coppell TX 75019 Report Date: 07/02/2002
Proje �Creek� view DD ive an ��
Freeport Parr ay
Coppell, TX
Services: Perform In -Place Density Test in accordance with ASTM Standards.
CONTRACTOR: Infrastructure Services, Inc.
Test Methods: ASTM D -2922
ASTM D -3017
M/D No. Description
1 Grey F1exBase
PROJECT DATA
Standard Counts
Gauge: Troxler 3430 Moisture Density
Gauge Serial No: 25249 Current: 656 Current: 2593
Test Mode: BS Previous: 665 Previous: 2578
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
Moisture % Density pcf Moisture Density
8.5 133.0 Optimum +5 95 min
FIELD DENSITY TESTS
TEST PROBE MID MOISTURE WET DENSITY DRY DENSITY
NO TEST LOCATION DEPTH No. ( %) (PC) (pct)
Road Subgrade
Intersection of Freeport and Ruby 0" 1 10.3 141.2 128.0
Test results on this report meet project specification.
Technician Justin Sanders
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(l) Infrastructure Services, Inc.
(1) Schrickel, Rollins &Assoc., Inc. �
O
rt e.
4 40
Started: 12:OOP Finished: 1:301
DENSITY
(% m
96
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.
07DF Page 1 of 1
8908 Ambassador Row
Dallas, Texas 752474510
( 214)819(fax)
RoneEngineers
(214) 630 -9819 (fax)
'
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 152975
Attn: Ms. Susan Taylor - Engineering Dept Project No.: 015729
PO Box 478 Date of Service: 06/25/2002
Coppell TX 75019 Report Date: 07/02/2002
Proje �Creek� view DD ive an ��
Freeport Parr ay
Coppell, TX
Services: Perform In -Place Density Test in accordance with ASTM Standards.
CONTRACTOR: Infrastructure Services, Inc.
Test Methods: ASTM D -2922
ASTM D -3017
M/D No. Description
1 Grey F1exBase
PROJECT DATA
Standard Counts
Gauge: Troxler 3430 Moisture Density
Gauge Serial No: 25249 Current: 656 Current: 2593
Test Mode: BS Previous: 665 Previous: 2578
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
Moisture % Density pcf Moisture Density
8.5 133.0 Optimum +5 95 min
FIELD DENSITY TESTS
TEST PROBE MID MOISTURE WET DENSITY DRY DENSITY
NO TEST LOCATION DEPTH No. ( %) (PC) (pct)
Road Subgrade
Intersection of Freeport and Ruby 0" 1 10.3 141.2 128.0
Test results on this report meet project specification.
Technician Justin Sanders
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(l) Infrastructure Services, Inc.
(1) Schrickel, Rollins &Assoc., Inc. �
O
rt e.
4 40
Started: 12:OOP Finished: 1:301
DENSITY
(% m
96
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.
07DF Page 1 of 1
Client: City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Project: Creekview Drive and
Freeport Parkway
Coppell, TX
Report No.:
5908 Ambassador Row
Ro ee rs
Dallas Texas 75249 -4510
(214) 630 -9745
g'
(214) 630 -9519 (fax)
Report Date:
07/02/2002
3000 psi @ 28 Days
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Project: Creekview Drive and
Freeport Parkway
Coppell, TX
Report No.:
152862
Project No.:
015729
Date of Service:
06/24/2002
Report Date:
07/02/2002
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:
Infrastructure Services, Inc
CONCRETE SUPPLIER:
Lattimore
PLANT:
7
SPECIFICATION REQUIREMENTS
STRENGTH:
3000 psi @ 28 Days
SLUMP (in):
3 11 - 5"
AIR ( %):
3%-5%
TEST METHOD:
ASTM C-172
(days)
ASTM C -31
(psi)
ASTM C -143
5.0
ASTM C -231
7
ASTM C -1064
2880
ASTM C -138
MIX DESIGN I.D.: 838
PLACEMENT DATE: 06/24/2002
WEATHER CONDITIONS: Sunny
TIME SAMPLED: 9:40am BATCH TIME: 8:31 am
TEMPERATURE (F) -AIR 92 F CONCRETE: 87 F
TRUCK NO: 947 TICKET NO: 7117905
AIR CONTENT ( %): 4.0 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
Creekview St, 3 drainage inlets with curb; Station 23 +50 to Station 23 +99, Station 4 +46 to
Station 4 +95 and Station 21 +45 to Station 21 +94
SAMPLE LOCATION: Station 23 +88
ASTM C -39 REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER
MEASURED
MAXIMUM
COMPRESSIVE
MARKED
SLUMP
DATE
AGE
LOAD
STRENGTH
SET NO.
(inches)
TESTED
(days)
(lbs. force)
(psi)
1 1
5.0
07/01/2002
7
81355
2880
1 2
5.0
07/22/2002
28
1 3
5.0
07/22/2002
28
1 4
Hold
Locations provided by contractor.
Technician: Daryl Garret
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) Infrastructure Services, Inc.
(1) Schrickel, Rollins &Assoc., Inc.
Started: 8:15am Finished: 11:30am , Rone
Project Manager
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
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 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 1 of 1
Client: City of Coppell Report No.: 152997
Attn: Ms. Susan Taylor - Engineering Dept Project No.: 015729
PO Box 478 Date of Service: 06/25/2002
Coppell TX 75019 Report Date: 07/02/2002
Project: Creekview Dr ^a OMMENIONEW
r arkway
Coppell, TX
Services: Perform In -Place Density Test in accordance with ASTM Standards.
CONTRACTOR: Infrastructure Services, Inc.
Test Methods: ASTM D -2922
ASTM D -3017
MID No. Description
1 Grey F1exBase
TEST LOCATION
FIELD DENSITY TESTS
TEST
NO
PROJECT DATA
Standard Counts
Gauge: Troxler -3430 Moisture Density
Gauge Serial No: 25249 Current: 656 Current: 2593
Test Mode: BS Previous: 665 Previous: 2578
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
Moisture % Density pcf Moisture Density
8.5 133.0 Optimum +5 95 min
PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
DEPTH No. ( %) (pcf) (pc) (% max)
Road Subgrade
Freeport Parkway, 350'N of Entrance of 0" 1 9.7
Freeport Parkway and Ruby
Test results on this report meet project specification.
Technician: Justin Sanders
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) Infrastructure Services, Inc.
(1) Schrickel, Rollins & Assoc., Inc.
started: 4:00pm Finished: 6:001
141.9 129.3 97
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
8908 Ambassador Row
RoneEngineers
Dallas, Texas 75247-4510
(214) 6309745
(214) 630 -9819 (fax)
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 152997
Attn: Ms. Susan Taylor - Engineering Dept Project No.: 015729
PO Box 478 Date of Service: 06/25/2002
Coppell TX 75019 Report Date: 07/02/2002
Project: Creekview Dr ^a OMMENIONEW
r arkway
Coppell, TX
Services: Perform In -Place Density Test in accordance with ASTM Standards.
CONTRACTOR: Infrastructure Services, Inc.
Test Methods: ASTM D -2922
ASTM D -3017
MID No. Description
1 Grey F1exBase
TEST LOCATION
FIELD DENSITY TESTS
TEST
NO
PROJECT DATA
Standard Counts
Gauge: Troxler -3430 Moisture Density
Gauge Serial No: 25249 Current: 656 Current: 2593
Test Mode: BS Previous: 665 Previous: 2578
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
Moisture % Density pcf Moisture Density
8.5 133.0 Optimum +5 95 min
PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
DEPTH No. ( %) (pcf) (pc) (% max)
Road Subgrade
Freeport Parkway, 350'N of Entrance of 0" 1 9.7
Freeport Parkway and Ruby
Test results on this report meet project specification.
Technician: Justin Sanders
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) Infrastructure Services, Inc.
(1) Schrickel, Rollins & Assoc., Inc.
started: 4:00pm Finished: 6:001
141.9 129.3 97
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