Georgian Place-LR 991001Larry Jackson Construction Co.
PROJECT NO. 9711048
DATEOFSERVICE: 10/01/1999
REPORT NO. 904076
PAGE 2 OF 3
SET NO. 2
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Cont i nued)
PROJECT DATA
CONTRACTOR: Larry Jackson Construction Co.
CONCRETE SUPPLIER: PIONEER
PLANT: 27
SPECIFICATION REQUIREMENTS
STRENGTH: 4500psi @ 28 DAYS
SLUMP: 3"
METHOD OF TEST
SAMPLING: ASTM C172
MOLDING & CURLNG: ASTM C792
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: ASTM C231
UNIT WEIGHT: ASTM C138
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
CYLINDER
MARKED DATE
SET NO. TESTED
CLASS OF CONCRETE: 7725
DATE OF PLACEMENT: 10 / 01 / 1999
TIME SAMPLED: 10:45 BY: Brian KasEen
TEMPERATURE (Degl~ - AIR: 78 CONCRETE: 80
TRUCKNO: 648 TICKETNO: 353243
MEASURED SLUMP (in.): 2.50
AIR CONTENT(%): 4.50
LOCATION OF PLACEMENT:
PAVING STA 7+00, GEORGIAN DR
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
REMARKS
2 1 10/08/1999 7 6.00 28.27 127310 4500 CONE
2 2 10/08/1999 7 6.00 28.27 127210 4500 CONE
2 3 10/29/1999 28 6.00 28.27 149180 5280 CONE
2 4 10/29/1999 28 6.00 28.27 ~ 145820 5160 CONE
Technician: Brian Kasten
Report Of Tests Continued On Page 3
Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not b¢ reproduced except in
full without the approval of tbo testing laboratory. The use of cnn' name must receive our written approval. Our letters and reports
1001 T apply only to thc sample tested and/or inspected, and are not indicalive of the quantities of apparently identical or similar products.
Larry Jackson Construction Co.
PROJECT NO. 9711048
DATE OF SERVICE: 10/01/1999
REPORT NO. 904076
PAGE 3 OF 3
SET NO. 3
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
( Cont i nued)
PROJECT DATA
CONTRACTOR: Larry Jackson Construction Co.
CONCRETE SUPPLIER: PIONEER
PLANT: 27
SPECIFICATION REQUIREMENTS
STRENGTH: 4500psi @ 28 DAYS
SLUMP: 3"
METHOD OF TEST
SA~[PLING: ASTM C172
MOLDING & CURING: ASTM C792
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: ASTM C231
UNIT WEIGHT: ASTM C138
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
CYLINDER
MARKED DATE
SET NO. TESTED
CLASS OF CONCRETE: 7725
DATE OF PLACEMENT: 10 / 01 / 1999
TIME SA~[PLED: 01: 00
TEMPERATURE fDegD - AIR: 78
TRUCK NO: 836
MEASURED SLUMP (in.): 2.50
AIR CONTENT(%): 4
LOCATION OF PLACEMENT:
BY: Brian Kasten
CONCRETE: 80
TICKET NO: 353253
UNIT WEIGHT(pcO: N/A
PAVING STA 1+00 ON GEORGIAN DR, WEST END
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
REMARKS
3 1
3 2
3 3
3 4
10/08/19~9 7 6.00 28.27 142540 5040 CONE
10/08/1999 7 6.00 28.27 127360 4500 CONE
10/29/1999 28 6.00 28.27 155370 5500 CONE
10/29/1999 28 6.00 28.27 164570 5820 CONE
Technician: Brian Kasten
Report Distribution:
(2) Larry Jackson Construclion Co.
( 1 ) City of Copp~ll
IOOI T
MAXI~_~E~,~OLOGIES
Tim~-B~9ole, CET.
Office Manager
f~lulr Ic?ters and reports are for the e. xclusive use of One client to whom they are addressed and shall not be reproduced except in
w~thout ,3e approval or,he testmg laboratoryl Th~ use of our nart~ must receive our written approval. Our letters and reports
apply only to the sample tesled and/or inspocled, and are not indicative of the quantities of apparently identical or similar products.
INC.