ST0001-LR020722 ineers
RoneEng
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630=9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
Project:
Services:
City of Coppell
At-m: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Creekview Drive and
Freeport Parkway
Coppell, TX
Perform In-Place Density Test in accordance with ASTM Standards.
Report No.: 153990
Project No.: 015729
Date of Service: 07/11/2002
Report Date: 07/22/2002
PROJECT DATA
CONTRACTOR: Infrastructure Services, Inc.
Test Method~: ASTM D-2922
ASTM D-3017
M/D No. Description
Gauge: Troxler 3430
Moisture
Gauge Serial No: 31705 Current: 711
Teat Mode: DT
Previous: NA
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Dark Brown Clay, trace organics and gravel (Lime
treated)
22.5 96.5
FIELD DENSITY TESTS
Standard Counts
Density
Current: 2828
Previous: NA
Project Requirements
Moisture Density
Optimum +5 95 mia
TEST
NO
Technician: Alex Urbiaa, AET
Report Distribution:
(1) ciW of Coppell
(1) City of Coppell
(1) Infrastxucture Services, Inc.
(1) Schrickel, Rollins &Assoc., Inc.
PROBE
TEST LOCATION DEPTH No. (%) (pc0
Paving Subgrade
State Drive, Station 36+50, center, f'mal 6" 1 24.1 117.0
Test results on this report meet project specification.
Started: 9:00am Finished: 11:00a Rone E~/g~
M/D MOISTURE WET DENSITY DRY DENSITY
94.3
Projcc~ Ma
LIMITATIONS: The test results presented herein were prepared based upon flae 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 no/be reproduced except in full without the written approval of Rone Engineers, Inc.
07DK Page 1 of 1
RoneEngineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
REPORT OF CYLINDER COLLECTION
Client:
City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Project'~ Creekvie~lI Drive and
Freeport Parkway
Coppell, TX
Services: Cylinder Collection
Report No.: 154200
Project No.: 015729
Date of Service: 07/13/2002
Report Date: 07/22/2002
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: 8:45 a.m. - 9:30 a.m.
Page 1 of 1
Technician: Marvin Hanks
Report Distribution:
(1) City of Coppell
(l) City of Coppell
(1) Infrastructure Services, Inc.
(1) Schrickel, Rollins & Assoc., Inc.
Clay St
Project Manager
LIMITATIONS: The test results preseuted herein were prepared based upon the specific samples provided lbr testing. We assume no responsibility tbr variatiou m qualit.x
(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 aud
reports are for the exclusive use of tile clients to whom they are addressed anti shall uot be reproduced except in tull without the written approval of Roue Eugineers. Inc.
99DF Page I of I
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 Report No.: 154140
Attn: Ms. Susan Taylor - Engineering Dept Project No.: 015729
PO Box 478 Date of Service: 07/12/2002
Coppell TX 75019 ~ Report Date: 07/22/2002
Creekview Drive and
Treeport ym ~.,,
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):
A1R (%):
TEST METHOD:
CONTRACTOR: Infrastructure Services, Inc.
CONCRETE SUPPLIER: Lattimore
PLANT: 6
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
3"- $"
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: 07/12/2002
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 9:00am BATCH TlME: 7:58am
TEMPERATURE (F) - AIR 83 F CONCRETE: 86 F
TRUCKNO: 1123 TICKETNO: 6179001
AIR CONTENT (%): NA UNIT WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Grade beam from Station 1+50.32 through Station 4+05.32
SAIVIPLE LOCATION: Station 2+75
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 3.5 07/19/2002 7 88220 3120 Unbonded Cap
2 2 3.5 08/09/2002 28 Unbonded Cap
2 3 3.5 08/09/2002 28 Unbonded Cap
2 4 Hold _~ /~
Technician: Jarrod Miller. Started: 6:30am Finished: 9:00am goner, .
Report Distribution:
(1) City of Coppell
(1) City of Coppell ~,in~l l~ 7~ ~~~l~r ~."~ Clap Stark
(1) Infrastructure Services, Inc. ~ al~l[ ~iect Manage''~ ' r
(1) S.f~ri.ckel, Rollins & Assoc., Inc.
LIMITATIONS: The test resalts preseated he were prepared based u , the specific samples provided tar testiug. We assnme no responsibility for variation in qualit.~
{composition, appearance, pertbrmance~ etc,) or any other feature of similar sul/iect manet provided by persons or conditions over which we have no control, Our leners aad
reporB are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except ia t'u]l without the writtea approval of Roae Eugineers. Inc.
01DK Page 2 of 2
RoneEn gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
CiVJ of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 154247
Project No.: 015729
Date of Service: 07/12/2002
Report Date: 07/22/2002
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 thc 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: 6
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: 07/12/2002
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 7:35am BATCH TIME: 6:27am
TEMPERATURE (F)- AIR 74 F CONCRETE: 82 V
TRUCK NO: 939 TICKET NO: 6178989
AIR CONTENT (%): 3.] UNIT WEIGHT (pcfL NA
OVERALL PLACEMENT LOCATION:
Paving on State from Station 36+22.55 tbroagh Station 36+22.45
SAMPLE LOCATION: Station 36+22.50
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 I 4.5
1 2 4.5
1 3 4.5
1 4 4.5
Technician: Jarrod Miller
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) Infrastructure Services, Inc.
(1) S~g~13~ri.ckel, Rollins & Assoc., Inc.
07/15/2002 3 99455
07/19/2002 7 105470
08/09/2002 28
08/09/2002 28
Started: 6:30am
Finished: 9:00am
Pro
3520 Unbonded Cap
3730 Unbonded Cap
Unbonded Cap
Unbonded Cap
lay Stark
ect ganager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation ia qeality
(composition, appearance, pertbnnance, etc.) or any other feamro of similar subject matter provided by persons or conditions over which we have no control Our letters and
reports are tbr tbe exclusive use of the clients to whom they are addressed and shall not be reproduced except ia Ii. tH without tl~c written approval of Rone Engineers. lac.
01DK Page I of I
RoneEn g
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.: 154140
Project No.: 015729
Date of Service: 07/12/2002
Report Date: 07/22/2002
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: 6
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
3"-$"
3% - 5%
ASTM C- ! 72
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:
WEATHER CONDITIONS:
TIME SAMPLED: 8:10am
TEMPERATURE (F) - AIR
TRUCK NO: 76 l
AIR CONTENT (%): 3.1
07/12/2002
Partly cloudy
BATCH TIME: 7:04am
84 F CONCRETE: 86 F
TICKETNO: 6178991
UNIT WEIGHT (pcf}: NA
OVERALL PLACEMENT LOCATION:
Sidewalk from Station 12+00 through Station 15+00
SAMPLE LOCATION: Station 13+00
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARl(ED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 5.5 07/19/2002
1 2 5.5 08/09/2002
1 3 5.5 08/09/2002
1 4 Hold
7 93770 3320 Unbonded Cap
28 Unbonded Cap
28 Unbonded Cap
L[MITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility lbr variation in quality
(composition, appearance, peri'brmance, 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 ase of the clients to whom they are addressed and shall not be reproduced except in ftflI without the written approval oi" Rone Engineers. Inc.
01DK Page I of 2