SW9701-CS 980317TECHNOLOGIES INC
Maxim Technologies Inc.
2575 Lone Star Or.e P.O. Sex 224227
Die, Texas 75222
Telephone: {214) 631-2700
FAX: (214) 920-1891
REPORT OF
PICK UP CYLINDERS
CLIENT:
ABCON CONSTRUCTION
Attn: Rusty Whitaker
1045 E. HWY 121
Lewisville, TX 75057
PROJECT:
Pavement Renovation -cQppell
Texas, Various
415 CA~BRIA
PROJECT NO.: 9710310
REPORT NO.: 131193
DATE OF SERVICE: 3/12/98
AUTHORIZATION: Rusty
REPORT DATE: 3/17/98
SERVICES:-- 9iek
REPORT OF TESTS
on this date, a Maxim Technologies representative arrived on site to pick
up compressive strength test specimens Cast prior to this date.
Page I of 1
Technician Time: 1:30~n to
Technician: Nakita Mitchell
CME Technician
Report Distribution:
TECHNOLOGIES INC
Maxim Technologies Inc.
2575 Lone Star Dr. · P.O. Box 224227
DdlM, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CLIENT:
ABCON CONSTRUCTION
Attn: Rusty Whitaker
1045 E. HWY 121
Lewisvilla, TX 75057
PROJECT:
Pavement Renovation -coppall
Texas, Various
119 HEARTZ
PAGE I OF i
PROJECT NO.: 9710310
REPORT NO.: 130325
DATE OF SERVICE: 2/19/98
AUTHORIZATION: Rusty
REPORT DATE: 3/19/98
,Sample, conca;e~e at 1 nn=~; ~. of- ~ ° ~c-~"~. p-.fn.m r=~ 4 T. ed
prepare and test concrete compressive strength specimens.
CONTRACTOR: ABCON CONTRUCTION
CONCRETE SUPPLIER: Custom Crete
PLANT: #1
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: N/A AIR: N/A
METHOD OF TEST
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: ASTM C173
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
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 (days) {in.) (sa.in.) (Ibs~ force) (psi)
I i 2/26/98 7 6.00 28.27 92050 3260
1 2 2/26/98 7 6.00 28.27 91570 3240
1 3 3/19/98 28 6.00 28.27 126570 4480
I 4 3/19/98 28 6.00 28.27 11S160 4070
PROJECT DATA
CLASS OF CONCRETE: N/A
DATE OF PLACEMENT: 2/19/98
TIME SAMPLED: 10 s 20AM BY: JOe Henry Jernigan
TEMPERATURE (OegF} - AIR: 56 CONCRETE: 64
TRUCK NO: 462 TICKET NO: N/A
MEASURED SLUMP (in.): 3,00
AIR CONTENT(%): N/A UNIT WEIGNT(pcf): N/A
LOCATION OF PLACEMENT:
119 Heartz, 2 feet West of curb on sidewalk
leading up to the house.
FRACTURE TYPE
UNBONDED CaP
UNBONDED CAP
UNBONDED CAP
UNBONDED CAP
REMARKS
Technician: Joe Henry Jernigan
Technician
Report Distribution:
ll) ABCON CONSTRUC'~ON
1001 DY
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