Princeton P1-LR 980219] erracon
Consultants, Inc.
12g01 STEMMONS FREEWAY, #907
DALLAS, TEXAS 76234-6S47
(214)-243-8039
Test Report
Terracon Project No. 17981017
Report No. i
Client t~NIER CONSTRUCTION
2110 HIDDEN WEEDS COURT
ARLINGTONr TEXAS 76006
Project PRINCETON PARK
DENTON TAP & PARKWAY
COPPELLt TEXAS
Attn: HIKE BALLOON
Field Mix Data
Sample Date: 02/19/98 Time: 11:34A
Sampled by: M. GARCIA
Placement Description: H~NHOLE
Sample Location: 10' WEST OF TWN CENTER
& 30' NORTH OF PROPERTY LINE
Placement Method: DIRECT DISCHARGE
Idlrect di~chmge, crane end bucket, pump)
Field Test Data
Teat
Slump, in.
Air Content, %
Concrete Temperature,
Ambient Temperature,
Plastic Unit Weight, pcf
Material: I¢cr~ete. g~ou~, mortcr) CONCRETE
Design Strength at 28 d~ya 4000
Material Supplier: REDI-MIX
Delivery Ticket No: 10372 Truck No.: 148
Mix I.D. No.: 604
Coarse aggregate alze:
Admixtures:
Batch size (cu.yd.): 6 · 5 Cu.Yd placed: 6 · 5
Water added on site, gal.: 0
Batch time: 10 .* 50 Time In mixer, mIn.: 44
Ithe preceedlng Infcrrnl~ien eblained Item ddlvcry ticket)
Result Specific, etlon
5
62
52
Laboratory Test Data (ASTM C 39)
Nominal Specimen Size 6X12 Date submitted to laboratory 02/20/98
A B C
6 6 6
inches 28 · 27 28 · 27 28.27
~t., lbs.
HG SC SC
02/26/98 93/19/98 03/19/98
7 28 28
U U U
Ith, psi 4000 4000 4000
145980 184460 193360
I, pal 5160 6520 6840
Specimen No.
Specimen Size, Inches
Cross-Section Area, sq.
AS Received SPecimen Wt.
Tested By
Date Tested
Age at Test, days
Fracture Type
Min. Compressive Stre~
Total Load, lbs.
Compreaalve Strength,
Comments:
Distribution:
a b c d · f u
Fracture Types
Notes:
~ Ftdd mix end fldd teet d~o I~ovkled bY e4t~l
~] lu~d teal d~l by Te~eeen In eubetm~l eeeerde
with ~ ~M C 172, C~ ~ C ~1,
~C 143,~C~C 173~C
C 1~4. ~C
Reviewed by:
I I