ST0001-LR0208078908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-97,15
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
City of Coppell
Arm: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 155725
Project No.: 015729
Date of Service: 07/30/2002
Report Date: 08/07/2002
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
samples back to the laboratow 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): Y' - 5"
AIR (%): 3% - 6%
TEST METHOD: ASTM C- 172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C- 1064
ASTM C-138
MIX DESIGN I.D.: 38
PLACEMENT DATE: 07/30/2002
WEATHER CONDITIONS: Clear
TIME SAMPLED: 3' 1 Opm BATCH XIME: 2:07pm
TEMPERATURE (F) - A/R 88 V CONCREX~: 92 V
TRUCKNO: 830 TlCrd~TNO: 3148576
AIR CONTENT (%): 5.0 UNIT WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
I light pole at Station 13+50
SAMPLE LOCATION: Same as above
ASTM C-39 REPORT OF TEgT,g
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 ! 4.5 08/06/2002 7 108635
3840 Unbonded Cap
1 2 4.5 08/27/2002 28
1 3 4.5 08/27/2002 28
Unbonded Cap
Unbonded Cap
1 4 Hold
Water added at site: 3 gallons
Technician: Jason Kale
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(I) Infrastructure Services, Inc.
(1) Schrickel, Rollins & Assoc., Inc.
Started: l:30pm
Finished: 3:30pm
Clay s
Project Manager
LIMITATIONS: The 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 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 ofl
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
Arm: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 155226
Project No.: 015729
Date of Service: 07/25/2002
Report Date: 08/07/2002
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
CONTRACTOR: Infrastructure Services, Inc.
CONCRETE SUPPLIER: Latfimore
PLANT: 3
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psi ~ 28 Days
SLUMP (in): 3" - 5"
AIR (%): 3% - 5%
TEST METHOD: ASTM C- 172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
MIX DESIGN I.D.: 38
PLACEMENT OATE: 07/25/2002 -
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 6:42am BATCHTIME: 5:08am
TEMPERATURE (F) - AIR 78 F CONCRETE: 85 F
TRUCK NO: 821 TICKET NO: 3148287
AIR CONTENT (%): 3.5 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Sidewalk
SAMPLE LOCATION: Station 23+75
ASTM C-39 REPORT OF TE,qT~q
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER
MARKED
SET NO.
1 1
MEASURED MAXIMUM
SLUMP DATE AGE~ LOAD
(inches) TESTED (~ (lbs. force)
6.5 08/01/2002 ~ 7 76825
08/22/2002 C,~ 28
08/22/2002 28
6.5
6.5
1 4
Hold
Water added at site: 5 gallons
Technician: Jun Germer
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) Infrastructure Services, Inc.
(1) Schrickel, Rollins & Assoc., Inc.
Started: 7:00am
COMPRESSIVE
STRENGTH FRACTURE
~/ Unbonded Cap
Unbonded Cap
Unbonded Cap
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 Rune Engineers, Inc.
01DK Page 1 of I
Finished: 7:30am~ * ~R°/~~e~l ~" .~l~l&(~?
Clay ark
Project Manager
R°neEngineers
Client:
City of Coppell
Arm: Ms. Susan Taylor- Engineering Dept
PO Box 478
Coppell TX 75019
Project: Cr~kvi~w Drive and
Fro~-port Parkway
Coppoll, TX
Services: Cylinder Collection
89~ Ambnssad~r l~w
~ T~xa~ 7~247-4fl10
(2~4) 630-974~
(214) 63~-~19 (f~x)
REPORT OF CYLINDER COLLECTION
Report No.: 155813
Project No.: 015729
Date of Serv~e: 07/31/2002
Report Date: 08/07/2002
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 i of i
Teehn~_i__n_n_: Jo~ Jemigan
R~m~t Distribution:
(l) city of coppea
(1) City of Co~i
(1} mfn~am~u~ ~ Inc.
(1) Schrickel, Rollins & Assoc., Inc.
1:30 pm to 3:00 pm
Proje~tManag~
LIMITATIONS: The te~ results presented her~in were preparod based upon tbe specific sampl~ provided for ~slin8. We assume no re~pensibility for veria~on in qnsli'0/
(c, ompo~io~, ~e, p~rformalw, e, etc.) or ally other f~atttro of ~imilar subject mat~' p~vid~d by persons o~ conditions over which we have no control. Our letters and
~mrts are for the exclusive use of the clients to whom thc'3, are .aareaaed and shall not be ~-producod ~xcept in full without the writ~u approval of Ronc Engineers, Ins.
99CM Pa~e I of 1