Northlake 635(2)-LR 970519 (2)Maxi
25~
TECHNOLOGIES INC
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CLIENT: Lincoln Property Co.
500 N. AKARD, SUITE 3300
ATTN: LARRY MOON
Dallas, TX 75201
PROJECT:
COPPELL BUSINESS CENTER
WRANGLER DR AND BELTLINE RD
COPPELL TX
PAGE i OF 2
PROJECT NO.: 0903,
REPORT NO.: 11655
DATE OF SERVICE: 5
AUTHORIZATION: C]'
REPORT DATE: 5 / :]
SERVICES: Test compressive strength specimens prepared in conjunctJ
inspection.
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 5"
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
CYLINDER
MARKED DATE
SET NO. TESTED
1 1 5/19/97
i 2 5/19/97
1 3 6/09/97
PROJECT DATA
MIX DESIGN NUMBER: 933~
DATE OF PLACEMENT: 5/]
TIME SAMPLED: 11: 18~
TEMPERATURE (DegF) - AIR:
TRUCK NO: 136
MEASURED SLUMP (in.): 5 o
AIR CONTENT(%): 1.5
LOCATION OF PLACEMENT:
Panel #29, 10' from
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
(days) {in.) (sq.in.) {lbs. force) {psi) ' FI
7 6.00 28.27 94050 3330 C(
7 6.00 28.27 94540 3340 C(
28
I 4 6/09/97 28
Technician: David King
Technician
Report Of Tests Continued On Page 2
~ Tech. · Southwestern Labs
'5 Lone Star Dr. · P.O. Box 224227
Dallas, Texae 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
~05034
2
/12/97
arlie
9/97
on with concrete
2/97
BY: David King
2 CONCRETE: 70
TICKET NO: 376505
5
UNIT WEIGHT(pcf): N/A
bottom
IACTURE TYPE REMARKS
Ou~ et1~,. ~ repor~ a~e f~r the exclusive uae of th~ cJient to w~ t~y ~ ~ ~1 ~t ~,m~ ~ ~c~t in
f~l with~ t~ aoorovN of ~ t~i~ I~ T~ ~ of ~ n~ m~ rl~vl o~ wfl~en ~rovl. ~ ~em ~ repoKs
1001 LW apply o~y to t~'~mp~ t~ ~/o~ i~, ~ ~e n~ i~i~five of t~ q~iti~ of Ipp~ently id~ti~ or ~milM pr~.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 5/12/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 5"
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
CYLINDER
MARKED DATE
SET NO. TESTED
PROJECT DATA
MIX DESIGN NUMBER: 933~
DATE OF PLACEMENT: 5/.'
TIME SAMPLED: 01: 00PM
TEMPERATURE (DegF) - AIR:
TRUCK NO: 120
MEASURED SLUMP (in.): 4.
AIR CONTENT(%): 1.0
LOCATION OF PLACEMENT:
Panel ~10, 2' from
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
(days) (in.) (sq.in.) (lbs. force) (psi) F
2 I 5/19/97 7
2 2 5/19/97 7
2 3 6/09/97 28
2 4 6/09/97 28
6.00 28.27 81810 2890 CC
6.00 28.27 90190 3190 CC
Technician: David King
Technician
Report Distribution:
I~ ~,~no. ,.co,P. MAXIM TECI
I1) BROCKE
'r'T-OAVIS-ORAKE INC.
I) THE CITY OF COPPELL '
{1) THE CITY OF COPPELL
{1) O'BRIEN ASSOCIATES. INC.
full witheut the ~provai et' the testin~ laboratory. The uae ef eu~ name mu~t receive eur written ~l~prev~. Our let1
1001 LW
REPORT NO. 116592
PAGE 2 OF 2
SET NO. 2
.2/97
BY: David King
5 CONCRETE: 70
TICKET NO: 376516
5
UNIT WEIGHT(pcf): N/A
iACTURE TYPE REMARKS
NE
~,-=.-.t,_____en, B. S.
~ject Manager
d except in
Ch.E.