Gateway BP(1.1)-LR 990715 Maxim Technologies Inc.
2575 Lone Star Drive
Dallas, Texas 75222
T ~= C H N O L O G I E $ I N C Telephone: (214) 631-2700
FAX: (214) 920-1891
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CLIENT: ABCON CONSTROCTTON
Attn= Rusty Whitaker PAGE i OF 1
1045 E. HWY 121
Lewisville, TX 75057 PROJECT NO.: 9710310
REPORT NO.: 148514
PROJECT: Pavement Renovation -Coppell DATE OF SERVICE: 6/17/99
Texas, Various AUTHORIZATION: Rusty
GATEWAY & FRITZ REPORT DATE: 7/15/99
SERVICES: sample concrete at location of placement, perform required field tests,
prepare and test concrete compressive strength specimens.
PROJECT DATA
CONTRACTOR: ABCON CONTRUCTION CLASS OF CONCRETE: NA
CONCRETE SUPPLIER: C, C, I. DATE OF PLACEMENT: 6/17/99
PLANT: NA TIME SAMPLED: 07; 45AM BY: Nick Nichols
SPECIFICATION REQUIREMENTS TEMPERATURE (OegF) - AIR: 80 CONCRETE: 82
STRENGTH: 3000ps£ @ 28 DAYS TRUCK NO: 355 TICKET NO: 174309
SLUMP: 3"-5" AIR: NA MEASURED SLUMP (in.): 5,00
METHOD OF TEST AIR CONTENT(%}: 1,1
SAMPLING: ASTM C-172 LOCATION OF PLACEMENT:
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143 Corner site. Gateway and Fritz (paving)
TEMPERATURE: ASTM C1064
AIR CONTENT: ASTM C231
UNIT WEIGHT: N/A
CAPPING/PADS= ASTM C1231
TESTING: ASTM C39 REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH- 6 X 12 CYLINDERS
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH
SET NO. TESTED (dave) (in.) (scl.in.) (Iba. for(~e) (PSi} FRACTURE TYPE REMARKS
1 I 6/24/99 7 6.00 28.27 73810 2610 ~BONDED CAP
i 2 7/15/99 28 6.00 28.27 90100 3190 UNBONDED CAP
i 3 7/15/99 28 6.00 28.27 89650 3170 UNBONDED CAP
i 4 HOLD
Technician: Nick Nichols Started: 07: 30AM Stopped: 11: 30AM
Report Distribution:
~1) A~CON CONSTRUCTION
.) c,v.~ c,~,~ MAXIM TECHNOLOGIES INC.
CHE Division
1001 DO ~ only to trw ~ tMted ancl/M i~e~cted', and ~ not Indicative of the quandtJM of epl)m'~ntly identical ot eimilat