Service Star-LR070328
CONCRETE COMPRESSIVE STRENGTH TEST
, Report Number: 94061329.0067
Service Date: January 3D, 2007
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 9:07 AM Plant: 01
Supplier: Nelson Bros. Redi-Mix
Truck No: 111 Ticket No: 173166
Mix I.D. No.: PD36AEA
Water Added Onsite Before Test: 20 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Report Date: March 28, 2007
Project: Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
Project No.: 94061329
Sample Information
Date Cast: January 30, 2007 Time: 10:00 AM
Sampled by: Gregory C. Martin
Weather Conditions: Cloudy
Accumulative Yards: 30/230 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Noted on sketch as 1
Placement Location: Pavement (See attached sketch.)
Client:
ServiceStar Design Group LLC
Attn: Frank Malek
5670 Greenwood Plaza Blvd, Suite 300
Greenwood Village CO 80111
Material Information
Specified Strength: 3500 psi @ 28 Days
Test
Slump, inches:
Air Content, %:
Concrete Temperature, OF:
Ambient Temperature, of:
Plastic Unit Weight, pcf:
Result
5.00
4.0
52
48
144.6
Specification
3-5
4.5-7.5
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Laboratory Test Data
Age at Maximum Compressive
Test Load Strength
(days) (Ibs) (psi)
7 121,730 4,300
28 162,570 5,750
28 160,850 5,690
Average (28 Days) 5,720
1 4 6.00 28.27 03/27/2007 56 175,050 6,190
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Set
No.
1
1
1
Specimen
ID
1
2
3
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27
6.00 28.27
Date
Tested
02/06/2007
02/27/2007
02/27/2007
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 3
01-PDRIR01-Fulure Key
CONCRETE COMPRESSIVE STRENGTH TEST
,; Report Number: 94061329.0067
Service Date: January 30, 2007
lrerracon
8901 Carpenter Frwy, Ste #1 00
Dallas, Texas 75247
(214) 630-1010
Client:
ServiceStar Design Group LLC
Attn: Frank Malek
5670 Greenwood Plaza Blvd, Suite 300
Greenwood Village CO 80111
Report Date: March 28, 2007
Project: Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
Project No.: 94061329
Sample Information
Date Cast: January 30, 2007 Time: 12:00 PM
Sampled by: Gregory C, Martin
Weather Conditions: Sunny
Accumulative Yards: 140/230 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Noted on sketch as 2
Placement Location: Pavement (See attached sketch.)
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 11 :09 AM Plant: 01
Supplier: Nelson Bros. Redi-Mix
Truck No: 104 Ticket No: 173183
Mix I.D. No.: PD36AEA
Water Added Onsite Before Test: o Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, oF:
Plastic Unit Weight, pet:
Result
7.00 *
3.0 *
53
46
146.2
Specification
3-5
4.5-7.5
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C 1064
ASTM C138
Laboratory Test Data
* = Field Test Results do not meet project specifications.
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
02/06/2007 7 93,380 3,300
02/27/2007 28 157,200 5,560
02/27/2007 28 154,540 5,470
Average (28 Days) 5,520
2 4 6.00 28.27 03/27/2007 56 168,960 5,980
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Set
No.
2
2
2
Specimen
ID
1
2
3
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27
6.00 28.27
The tests were performed in general accordance with applicable ASTM, MSHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 2 of 3
01-PDRIR01-Fulure Key
CONCRETE COMPRESSIVE STRENGTH TEST
. Report Number: 94061329.0067
Service Date: January 30, 2007
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
ServiceStar Design Group LLC
Attn: Frank Malek
5670 Greenwood Plaza Blvd, Suite 300
Greenwood Village CO 80111
Report Date: March 28, 2007
Project: Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
Project No.: 94061329
Sample Information
Date Cast: January 30, 2007 Time: 2: 15 PM
Sampled by: Gregory C. Martin
Weather Conditions: Sunny
Accumulative Yards: 210/230 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Noted on sketch as 3
Placement Location: Pavement (See attached sketch.)
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 12:51 PM Plant: 01
Supplier: Nelson Bros. Redi-Mix
Truck No: 218 Ticket No: 173200
Mix 1.0, No.: PD36AEA
Water Added Onsite Before Test: o Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, of:
Plastic Unit Weight, pcf:
Result
4.5
4.8
52
45
146.6
Specification
3-5
4.5-7.5
Test Method
ASTM C143
ASTM C231
ASTM C 1064
ASTM C 1064
ASTM C138
Laboratory Test Data
Age at Maximum Compressive
Test Load Strength
(days) (Ibs) (psi)
7 106,480 3,770
28 152,990 5,410
28 159,000 5,620
Average (28 Days) 5,520
3 4 6.00 28.27 03/27/2007 56 170,380 6,030
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Field Results Reported To: lei Superintendent
Set
No.
3
3
3
Specimen
ID
1
2
3
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27
6.00 28.27
Date
Tested
02/06/2007
02/27/2007
02/27/2007
Terracon Rep: Gregory C. Martin
Report Distribution:
(1) ServiceStar Design Group LLC
(1) City of Coppell TX
(1) City of Coppell TX
(1) ICI Construction Inc
(1) ICI Construction Inc
(1) Pate Engineers
(1) ServiceStar Design Group LLC
(1) Ratliff Group LLC
Reviewed by:
Lyndon J.
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 3 of 3
01.PORJR01.FuIure Key
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IS CAUTIONED J)-fA T 'fliE ENGINEER NEITHER
-II; IMPU(S ~y RESPONSlIIUTY F'tft T1-tE
f lHlS OATA.
.., I. 8E RESPONSIBlE f'OR nELD VERIF'I1NG THE
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5. THE PAVlNC CONTRACTOR SHAll. BE RE:QUfREO TO CONSlltVCT
STANOARD SIDE WALK RAMPS AT AU. SlAtEr INTERsECnONs,
8. AU. SUIBIGRAOE SHAU.. BE UNlroRMLY COt.lPAClIO TO A MINIMUM
OF' '115 PERCENT BY ASTY D698 STANOARO PROCTOR DENsITY
AT 0,," TO +3" OF' OPm.tUM MOISTURE CONl[NT. IT
SHOULD BE PROTECTED AND J.4AfNTAlN(O IN A MOIST CONDITION
UNl1L lHE PAVEMENT IS PlACED. SEE CEOTECHMCAI. REPORT
ISSOro F'Ofl litiS sm:.
7. ALL PA\1NG DIIrAENSlONS ARE TO rACE OF CURB UNl.(SS
OlHE:AlIIS( NOtto.
a. CONTRACTOR SHAU. SAWCUT ExISlINC PAVEMENT AND CURBS
TO PROVIDE A SMOOni CONNECTION AND INSURE POSlllVE
OAAlNAG!. AU. SAWCUTS OF EXlSTINC PAVEMENT SHAll. BE
FIJU. OEPlIt Of PAVEMENT.
g. All CONSTRucnON SHAU. AOHERE TO RECOMMENOA nONS IN
THE CEOTECHrflCAI.. REPOftT ISSUED f'OR THS !IT( AS ~L AS
. "liE Ory OF COPPEU. AND N.C. T.C.O.G. STANDARDS.'
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TERRACON REPORT NO..
qJ./{) 10132/1. tJ(J' 7
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VISTA POINT II
LOT 5, BLOCK A
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Ie. CONTRACTOR IS TO REFER To GEOTECHNICAl REPORT FOR PAVING
AEQUI'REMENTS OR an OF COPftW.. STANDARDS 'MiATE\fER IS MOAE
STRINGENT. CONTRACTOR 1$ RESPOHSI8lE FOR FOlLOWIHG ALL
CONSTRUCnON REQUlREI/(NlS PROI/lOEO .. lHE ClOTtCJ<NICAL
REPORT. IN litE EVENT OF' A CONF'UCT Il€T"olmI lHE ClOTtCl<NICAI..
REPORT AND THESE PlNfs. CONTRACToR SHALl. IMMEDIATn.Y CONTACT
[NctNE[R BEFORE PROCEEDING WITH CRAOtNC OR PAVlNC AClIVlTlES.
10. CONmllCTOR SHAll. TAKE SPEOAL CARE TO ASSURE PROPtR
DOWEL PlACEMENT AT EXPANSION JOINTS. IMPROPER
PlActMENT WIll NECESSITATE RDotOVAl OF PAVEMENT.
11. SAwtUT11NG SHAlL BE DONE WlTHN EIGHT HOURS Of' POUR OR
AS SOON AS CONCRETE CAN SUPPORT WEICHT ANO CAN
PROVIDE A. NEAT CUT Mot IS TRUE IH AUGNMENT.
I Z. lHE CONTRACTOR SHALL PROVlOE AS-8VIL T PlANS TO lHE
ENClNEER SO lHA T litE ENGIIlEERINO PlANS MAY 8E REVlSEO
TO REFlEtT AS-BUILT CONOInONS.
IJ. AlL SPOT GAAO(S RUlECT TOI' Of PAY(M[NT (CUTT€R)
EILVAT1ONS, UNlESS OlHER"'S( NOtto.
14. ALL CURB SHAlL BE S" INTEGRAl.. CONCRETE CURB UNLESS
OTHERWISE NOlED.
IS. CONCRETE SHALL CONTAIN A MIIIIMU"" OF II:t I." PERCENT ENTRAINED
AIR. R(JNF'ORCING SHAU BE NO. J QlARS ON' IS-INCH CENTER IN QlOllt
OIRECMNS (MIN).
PRO~CT GEOTtClHCAl ENGINEER:
HSC/IEARACON
8901 CARPENTER FREEWAY. SUITE 100
QAl.l.AS. lEXAS 7"247
PH: (214)OJO-l010
CONlAn RALPH B. BARNES. JR.. P.E.
REPORT NO. 940Jo5341