ST9601-LR 980629 TEAM CONSULTANTS, INC.
2970 S. Walton Walker, Suite 101 Dallas, Texas 75211
214/3314395
SUMMARY OF FIELD COMPACTION TESTS
Mr. Robert Caudill
Tiseo Paving DATE: 06/29/98 JOB TITLE: Wrangler Drive
PO Box 2700d0 REPORT NO: 5 Coppell
Dallas, Texas 75227 JOB NO: 985142
CONTRACTOR: Tiseo
FIELD COMPARISON
MATERIAL DESCRIPTION TEST TEST % OF
AND M C U D W M C U D W MAX.
NO. LOCATION CLASSIFICATION (%) (pcf) (%) (pcD DENS. REMARKS
1. Lateral off 36" RCP, Sta. 9+00, Brown and dark tan clay with calcareous 26.6 88.9 27.0 93.1 95.5 *
1.5' below surface nodules
2. 8" water line crossing, Sta. 7+00, Brown and dark tan clay with calcareous 28.0 91.4 27.0 93.1 98.2 *
1.5' below surface nodules
REMARKS: * Meets specifications
Time On: 12:30
Time Off: 1:30
Tech. Time: 1.0 hr. ~"~ /A/j~yff______<:Q
Trip Charge: I SIGNED: "'~/~Q[z'~(2' z-q
Iw Bruce Walton, Supervisor
Quality Assurance/Quality Control
TEAM CONSULTANTS, INC.
2970 S. Walton Walker, Suite 101 Dallas, Texas 75211
2 14/331-4395
SUMMARY OF FIELD COMPACTION TESTS
Mr. Robert Caudill
Tisco Paving DATE: 06/29/98 JOB TITLE: Wrangler Drive
PO Box 270040 REPORT NO: 5 Coppell
l)allas. l'exas 75227 .lOB NO: 985142
CONT!IACTOR: Tiseo '
FIELD COMPARISON
MATERIAL I)ESCRIPTION TEST TEST % OF
AND M C I1 D W M C I1 ~) W MAX.
NO. I~OCAI'ION ('!.ASSIEICATION (o/,,) (pcf) (%) (I~cl) DENS. ItEMARI(S
I. Lateral off36" RCP, Sta. 9+00, Brown and dark tan clay with calcareous 26.6 88.9 27.0 93.1 95.5 *
1.5' below surlhce m~dules
2. 8" water line crossing, Sla. 7-t-00, Iirown and dark tan clay with calcareous 28.0 91.4 27.0 93. I 98.2 *
1.5' below surlhce nodules
REMAi{KS: * Meets specitications
Time On: 12:30
Time Off: 1:30
Tech, Time: 1.0 hr. "" /..--('//c/~?
I~v Bruce Walton, Supervisor
Qualily Assurance/Quality Control
TEAM CONSULTANTS, INC.
2970 S. Wc~lton Wolker, Suite IOI Dollc~s, Texos 75211
214/331-4395
TO: Mr. Robert Caudill JOB NO.: 985142
Tiseo Paving REPORT NO.: 1
PO Box 270040 DATE: 06/08/98
Dallas, Texas 75227 CUST. NO.: --
Wrangler Drive
PROJECT: Coppell SAMPLE;
TEST METHOD: AS~-D~.6~, DESCRIPTION: Broom and dark tan clay
MOLD: 1/30 Cu. Ft. with calcareous nodules
HAMMER: 5.5# LIQUID LIMIT: '-
DROP: 12" PLASTICITY INDEX: '-
BLOWS: 25 OPTIMUM MOISTURE: 27.0 %
LAYERS: 3 MAX. UNIT DRY WT: 93.1 LBS./CU. FT.
96
~: 94 I I
~92l I /
Z
- i ~ ~
~ 90
~ ~ ~ /ii
~- ,.~.. x ·
I
I I
2~ 23 25 27 29 3~ 33
MOISTURE CONTENT IN PERCENT
- S~plin~ T~e
T~e ~: 2:00 O~T~U~ ~O~STUR5 TEST
T~e Off: 3: 30
Trip Charge: 1
lw
Ti~y Wooley, Supervisor
~F~ ~nnc,,l~nn~ I~ Construction Materials