ST0001-LR020729Client: City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.:
8908 Ambassador Row
Ro �� ��
Dallas Te aS 75247 -4510
(214) 630 -9745
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(214) 630A819 (fax)
Report Date:
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.:
154640
Project No.:
015729
Date of Service:
07/18/2002
Report Date:
07/29/2002
Project: Creekview Drive and
Freeport Parkway
Coppell, TX
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: 3
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psi @, 28 Days
SLUMP (in): 311 P
MIX DESIGN I.D.: 38
PLACEMENT DATE: 07/18/2002
WEATHER CONDITIONS: Sunny
TIME SAMPLED: 8:35am BATCH TIME: 7:36arn
TEMPERATURE (F) -AIR 78 F CONCRETE: 83 F
TRU NO: 834 TICKET NO: 3147849
AIR CONTENT ( % ): 3.5 UNIT WEIGHT (pcf): NA
AIR ( %): 3%
TEST METHOD: ASTM C-172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
OVERALL PLACEMENT LOCATION:
Sidewalk from Station 16+00 through Station 18 +25
SAMPLE LOCATION: Station 17 +25
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) Infiastructure Services, Inc.
(1) Schrickel, Rollins & Assoc., 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.
O1DK Page 1 of 1
ASTM C -39 REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
s
CYLINDER
MEASURED
MAXIMUM
COMPRESSIVE
MARKED
SLUMP
DATE AGE
LOAD
STRENGTH
FRACTURE
SET
NO.
(Inches)
TESTED (days)
(Ibs. force)
(psi)
TYPE
1
1
5.75
07/25/2002 7
95185
3370
Unbonded Cap
1
2
5.75
07/25/2002 7
93195
3300
Unbonded Cap
Average
3340
1
3
5.75
08/15/2002 28
Unbonded Cap
1
4
5.75
08/15/2002 28
Unbonded Cap
1
5
Hold
Technician:
Jarrod Miller
Started: 7:30am Finished: 10:00am
Ro s,
c.
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) Infiastructure Services, Inc.
(1) Schrickel, Rollins & Assoc., 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.
O1DK Page 1 of 1
RoneEngineers
Standard Counts
Density
Current: 3108
IN -PLACE DENSITY TESTING
Client: City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Project: Creekview Drive and
Freeport arcway
Coppell, TX
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
Report No.:
154626
Project No.:
015729
Date of Service:
07/18/2002
Report Date:
07/29/2002
CONTRACTOR: Infrastructure Services, Inc.
Test Methods: ASTM D Gauge: Troxler -3430 Moisture
-2922
ASTM D -3017 Gauge Serial No: 32685 Current: 674
Test Mode: DT Previous: 634
MOISTURE DENSITY RELATIONS
Maximum
MID No. Description Moisture % Density pcf
I Dark Brown Clay, trace calcareous nodules 18.0 105.0
FIELD DENSITY TESTS
8908 Ambassador Row
Dallas, Texas 75247 -4510
(214) 630 -9745
(214) 630 -9819 (fax)
Previous: 3010
Project Requirements
Moisture Density
Optimum +5 95 min
TEST PROBE MID MOISTURE WET DENSITY DRY DENSITY
NO TEST LOCATION DEPTH No. ( %) Oct) (pcf)'
Sidewalk subgrade
1 Creekview sidewalk, station 11 +15 6" 1 21.7 123.6
Test results on this report meet project specification.
Technician: Joe Jernigan
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) Infrastructure Services, Inc.
(1) Schrickel, Rollins & Assoc., Inc.
Started: 3:00pm Finished: 5:00pm
Cllr g **/ zi o
101.6
Manager
DENSITY
(% max)
'7
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We atssunte 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 I of 1
A LEIGH COMPANY
8908 Ambassador Row
Dallas, Texas 75247 -4510
(214) 630 -9745
(214) 630 -9819 (fax)
IN -PLACE DENSITY TESTING
Client: Infrastructure Services, Inc.
Report No.:
154685
Attn: Mr. Phillip Bennett
Project No.:
026186
PO Box 496448
Date of Service:
07/18/2002
Garland TX 75049 -6448
Report Date:
07/29/2002
Project: Creekview Drive and
Freeport Parkway
Coppell, TX
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Infrastructure Services, Inc. Standard Counts
Test Methods: ASTM D -2922 Gauge: Troxler -3430 Moisture Density
ASTM D -3017 Gauge Serial No: 32685 Current: 674 Current: 3108
Test Mode: DT
Previous: 634 Previous: 3010
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Descriptio Moisture % Density pcf Moisture Density
1 Dark Brown Clay, trace calcareous nodules 18.0 105.0 Optimum +5 95 min
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pc') (PC)
Sidewalk subgrade
1 Creekview sidewalk, station 7 +67 6 1 19.0 121.5 102.1
Test results on this report meet project specification.
Technician: Joe Jernigan Started: 5:30am Finished: 7:00am Rone En
Report Distribution:
(1) Infrastructure Services, Inc. (1) Infrastructure Services, Inc. 4
(1) City of Coppell (1) Schrickel, Rollins & Assoc., Inc. Clay S k
(1) City of Coppell Project Manager
(t) City of Coppell a
8
DENSITY
(1%/ m
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