Freeport NIP(2.3)-LR000414TECHNOLOGIES INC
Maxim Technologies Inc.
2200 Gravel Drive
Fort Worth, Texas 76118-7123
Telephone: (817) 284-7755
Fax: (817) 589-1420
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CLIENT: FAST TRAK CONSTRUCTION
1150 EMPIRE CENTRAL PLACE
SUITE 124
ATTENTION: MR. KENT DALRYMPLE
DALLAS, TX 75247
PROJECT: STAPLES-440 N ROYAL LANE
Coppell, Texas
PAGE 1
PROJECT NO.: 9711090
REPORT NO.: 024129
DATE OFSER~CE: 4/07/2000
AUTHORIZA~ON:
REPORT DATE: 4/14/2000
SERVICES: Sample concrete at location of placement, perform required field tests,
prepare and test concrete compressive strength specimens.
CONTRACTOR: FAST TRAK CONSTRUCTION
CONCRETE SUPPLeR: Mid-Cities
PLANT: 9351
SPECIFICA~ONREQUIREMENTS
STRENGTH: 4000psi @ 28 DAYS
SLUMP: 4"-6" AIR: 4%-'6%
METHOD OF TEST
SAMPLING: ASTM C172
MOLDING &CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: ASTM C231
UNITWEIGHT: ASTM C138
CAPPING~ADS: ASTM C1231
TESTING: ASTM C39
CYLINDER
MARKED DATE
SET NO. TESTED
I I 4/14/2000
1 2 5/05/2000
1 3 5/05/2000
PROJECT DATA
CLASS OF CONCRETE: 9351
DATE OF PLACEMENT: 4 / 07 / 2000
TIME SAMPLED: 12: 32 PM
TEMPERATURE ~egl9 - AIR: 86
TRUCK NO: 490
MEASURED SLUMP (i-.): 8.00
AIR CONTENT(%): 5.5
LOCATION OF PLACEMENT:
South Parking
BY: JACK FARRIS
CONCRETE: 78
~CKET NO: 40789
UNIT WEIGHT(pc0: NA
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
(days) (in.) (sq.in.) (lbs. force) (psi) FRACTURE TYPE
7 6.00 28.27 88300 3120 CONE
28
28
1 4 HOLD
Technician:
JACK FARRIS Started: 09:00AM Stopped: 03:30PM
CME TECHNICIAN
Report Of Tests Continued On Page 2
Our tetters and repons ate for u'~ exctmivc uae of the cliem to whom tl~y arc add~', s,vcd a~. shall no~ be.rep~rod .uc, ed except, ia
full withoat thc approval of ~h~ tc~ting .laboratory. The use o(ogr .mum must rote,ye, mtr .written al]prgya~., u? t~.~. a~ ~
1(301 MR apply only to ~he sample tested and/or tmpec~l, and at~ not mdtcauve of t]~ quazmu~ of ~y ~aenncai or s~rmmr pr~aucts.
FAST TRAK CONSTRUCTION
PROJECT NO. 9711090
DATE OF SERVICE: 4 / 07 / 2000
REPORT NO.
PAGE 2
SET NO. 2
024129
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
CONTRACTOR: FAST TRAK CONSTRUCTION
CONCRETE SUPPLIER: Mid-Cicies
PLANT: 9351
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28 DAYS
SLUMP: 4"-6" AIR: 4%-6%
MF. THOD OF TEST
SAMPLING: ASTM C172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: ASTM C231
UNIT WEIGHT: ASTM C138
CAPPINGfPADS: ASTM C1231
~G: ASTM C39
CYLINDER
MARKED DATE
SET NO. TESTED
PROJECT DATA
CLASS OF CONCRETE: 9351
DATE OF PLACEMENT: 4 / 07 / 2000
TIME SAMPLED: 07: 18AM BY: JACK FARRIS
TEMPERATURE (Deg~ - AIR:62 CONCRETE: 73
TRUCKNO: 829 TICKETNO: 1549634
MEASURED SLUM~ (i..): 4.25
AIR CONTENT(%): 5.2 UNIT WEIGHT(pc0: NA
LOCATION OF PLACEMENT:
Paving between The Atrum and Hanger on
Northside of Atrum
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
(days) (in.) (sq.in.) (lbs. force) (psi) FRACTURE TYPE
2 1 4/14/2000 7
2 2 5/05/2000 28
2 3 5/05/2000 28
6.00 28.27 80920 2860 CONE
2 4 HOLD
Technician: JACK FARRIS Started: 05:30AM
CME TECHNICIAN
Report Distribution:
I1) FAST TRAK CONSTRUCTION
1) CITY OF COPPELL
lOOt MR
Stopped: 09:00AM
~ ~HNOLOGII~S INC.
Tim Begole, CET.
Office Manager
Our letters an~ repons are for ~ exclusive use of tim client to whom they ate addressed and shall not be _rep~xxlue~d except in
full without th~ approval of the t~stin8 laboratory. Thc u,~ of our nam~ must r~ceive our writ~n aL)proval.. Our I .c~.n. and t~uom
apply only to thc sample ~s~xt and/or inspected, and ate not indicative of the quamiticm of appa~nuy id~nucal of s.mler ~edu~m,