ST0001-LR0207258908 Ambassador Row
Dallas, Texas 7524%4510
(214) 630-9745
(214) 630-9819 (faz)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
City of Coppell
Attn: Ms. Susan Taylor - Engineering Dcpt
PO Box 478
Coppell TX 75019
Report No.: 154518
ProjectNo.: 015729
DateofService: 07/17/2002
ReportDate: 07/25/2002
Coppell, TX
Obtain samples of fresh conc~e at the placement locations, pcrform 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: ~cture Services, Iac.
CONCRETE SUPPLIER: Latfimore
PLANT: 7
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.: 38
PLACEMENT DA'I~:
WEATHER CONBITIONS:
TIME SAMPLED: 6:50am
TEMPERATURE (F) - AIR
T~UCK NO: 1042
AIR CONTENT (%): 3.5
07/17/2002
Cloudy
BATCH TIME: 6:06am
74 r CONC~TE: 80 ~*
TICmgT NO: 7118709
UNIT WEIGHT (pc0: NA
OVERALL PLACElVl~NT LOCATION:
Median on State St.
SAMPLE LOCATION: Station 36+00
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) Obs. for~e) (psi) TYPE
1 1 5.25 ~07/20/2002 3 82655
1 2 5.25 07/24/2002 7 98085
I 3 5.25 08/14/2002 28
1 4 5.25 08/14/2002 28
.~d~/~bonded Cap
~'~ 3470~bonded Cap
~ Unbonded Cap
Unbondcd Cap
1 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 full without the written approval of Rone Engineers, Inc.
01DK Page 1 of 4
Report No.: 154518
Project No.: 015729 Client: City of CoppeH
RoneEngineers
Water added at site: 10 gallons
See report #154517 for technician time.
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 2 of 4
.RoneEngineem
8908 Ambassador Row
l)allns~ Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
City of Coppell
Atto: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 154518
Project No.: 015729
Date of Service: 07/17/2002
Report Date: 07/25/2002
Project:
Services:
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
samplea back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
SLUMP On):
AIR (%):
TEST METHOD:
CONTRACTOR: Infrastructure Services, Inc.
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psi ~ 28 Days
3" o 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.: 38
PLACEP, mNT DATE: 07/17/2002
WEATHER CONDmONS: Cloudy
TIME SAMPLED: 7:05ai11 BATCH TIME: 6:16~
~E~-Am 76 ~ CONC~TE: 84
raUC~ ~O: 1093 r~C~T nO: 711871
AIR CO~ (%): 3.8 UN~ WEIG~ ~e0: NA
O~LL P~CE~ LOCATION:
Sid~lk on C~i~ ~m S~fion 15~0 ~u~ S~fion 16~
SAMPLE LOCATION: Station 15+42
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARleD SLUMP DATE AGE LOAD STRENGTH FRACTUILE
SET NO. 0nches) TESTED (d~ys) Obs. force) (.mi) TYPE
2 1 5.25 07/20/2002 3 81920 2900 Unbondcd Cap
2 2 5.25 07/24/2002 7 100175 3540 Unbonded Cap
2 3 5.25 08/14/2002 28 Unbonded Cap
2 4 5.25 08/14/2002 28 Unbonded Cap
2 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
~ports are for thc exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Ronc Engineers, Inc.
01DK Page 3 of 4
Report No.: 154518
Project No.: 015729 Client: City of Copp¢ll
RoneEngineers
See report ~154517 for technician time.
Technician: Sarrod Miller
Report Distribution:
(i) City of Coppell
(l) City of Coppdl
(1) Infrasmactur~ Services, Inc.
(1) Schrickcl, Rollins & Assoc., Inc.
Started: Finished:
Cla] tStark
Projecl Manager
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 conti'ol. 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 4 of 4
RoneEngineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(9-14) 6309745
(214) 6309819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
City ofCoppell
Atm:Ms. SusanTaylor-Engineering Dept
PO Box 478
CoppeHTX75019
Report No.: 154517
Project No.: 015729
Date of Service: 07/17/2002
Report Date: 07/25/2002
Creekview Drive and
Freepox~ 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 caring and testing in accordance with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
co~iTn~crou: Infrastructure Services, Inc.
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
3" - 5"
3% - 5%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-I064
ASTM C-138
ASTM C-39
MIX DESIGN I.D.: 42
Pt,~CEM~NT DATE: 07/17/2002
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 6:30am BATCH TIME: 5 :J,~nrn
TEMPE~Oq-mR 74 F CONCRETE: 81 F
X~UCK NO: 757 TICr.~T NO: 7118705
AIR CONTENT (%): 3.0 UNIT WEIGHT (pc/): NA
OVERALL PLACEMENT LOCATION:
Paving on State St.
SAMPLE LOCATION: Station 32+00
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED - SLUMP
SET NO. 0nehes)
MAXIMUM
DATE AGE LOAD
TESTED (day0 Obs. force)
COMPRESSIVE
STRENGTH FRACTURE
(ps0 TYPE
1 1 4.25
07/20/2002 3 104095
3680 UnbondeACap
1 2 4.25
07/24/2002 7 114570
4050 UnbondedCap
1 3 4.25
1 4 4.25
1 5
Technician: Jarrod Miller
Report Distribution:
( 1 ) City of Coppcll
(1) City of Coppell
(1) InfrasWacture Services, inc.
(1) Schrickel, Rollins & Assoc., Inc.
08/14/2002 28
08/14/2002 28
Unbonded Cap
Unbonded Cap
Hold
Started: 5:30am
Finished: 8:15a~
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 1 of 1
gineers
8908 Ambassador Row 121 N6~h Rayner
Dallas, Texas 75247 Fort Worth, Texas 76111
(214) 630-9745 (817) 831-6211
Client:
Project:
Contractor:
Density: ASTM D-2922
Moisture: ASTM D-3017
Density Standard Counts Current:
Density Standard Counts Previous:
Test Mode (DT / BS): f') T'
In-Place Density Service Order
Report No.:
Project No.:
Date of Service:
Page I
Requirements
Gauge Manuf. & Model: Troxler
Gauge Serial No.: 2 ) b: f,
Moisture Standard Counts Current:
Moisture Standard Counts Previous:
Probe Depth: 0, 2, 4, ~ 8, 10,
Moisture / Densi ,ty Relations
M/D Test Report Material
No.: of Number Description
1 .)</.o,dl ,,. ,lc ,,, ....
2
3
In-Place Density, Test Results
Test Test M/D
No. Location No.
Optimum Maximum
Moisture Density
Remarks:
MC
Moisture
Content DC
/cLX. %
2 ~ ~ lbs
'),1. I %
Iba
%
lbs
%
lbs
%
lbs
Density Percent
pcf Compaction,
l :q. / wet
qq.q a~y q4. l %
wet
dry %
dry
wet
d~y %
wet
dry %
lbs wet
% dry %
lbs wet
% dry %
Time Start: : :~P: