Denton Tap L2R BA-LR 980817 ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 100 DALLY FIELD REPORT
Do!los. Texos 75229
972/620-8911 - 972/263-4937 (Metro)
FAX.' 972/406-8023
TESTED FOR: SUPERIOR BUILT DATE: 08/17/98
COPPELL. TEXAS
PROJECT: GYMNASTICS CENTER REPRORT NO: 98686-6
COPPELL, TEXAS
TECHNICIAN: D.H.
WEATHER: CLEAR TEMPERATURE RANGE: 100 TO
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED SITE AS REQUESTED TO MONITOR ON-
GOING WORK AND PERFORM FIELD TESTING AS REQUESTED.
THREE FIELD DENSITY TESTS WERE PERFORMED ON NATURAL SUBGRADE FOR UTILITIES #1, AND THREE
FIELD DENSITY TESTS WERE PERFORMED ON NATURAL SUBGRADE FOR STREET #3. SEE ATTACHED
REPORT FOR RESULTS OF FIELD COMPACTION TESTING.
THE TECHNICIAN RETURNED TO THE DALLAS OFFICE AT THE COMPLETION OF THE SCHEDULED TESTING.
Geotechnical Engineering · C~tk~n Mateda~ Testing · Environmental Enginee#ng · Consulting
RE'-'DRT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR SUPERIOR BUILT DATE 8/17/98
COPPELL, TEXAS
PROJECT GYMNASTICS CENTER OUR REPORT NO. 98686-7
COPPELL, TEXAS
TEST DATA: UTILITIES
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH~ NUMBER MOISTURE DRY DENSITY MO;STURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
34 8/17/98 FG 1 13 117.5 9.4 109 92 1-BC
35 8/17/98 FG 1 13 117.5 9.2 112 96 1-BC
36 8/17/98 FG 1 13 117.5 9.7 112 95 1C
TEST LOCATION:
34 45 FEET WEST AND 10 FEET NORTH FROM THE ENTRANCE OF TACO BELL AT STATION 2 + 01
35 55 FEET WEST AND 15 FEET NORTH FROM THE ENTRANCE OF TACO BELL AT STATION 2 + 01
36 STATION 2 + 06
NATJRAL S-J'BGRADE B PERCENT COMPACTION DOES NO- COMPLY ~,'.,'lTh SPEC;FICATIONS
LIME STABIL,ZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPEC'F;CAT,ONS
CEMENT TREATED D RE'EST '
Geotechnical Engineering · Construction Materials Testing · En~ronmental E~r~ ·
RE-ORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR SUPERIOR BUILT DATE 8/17/98
COPPELL. TEXAS
PROJECT GYMNASTICS CENTER OUR REPORT NO. 98686-6A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL iD OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
28 8/17/98 SG 1 13 117.5 13.2 113 98 2-A
29 8/17/98 SG I 13 117.5 12.1 116 98 2-A
30 8/17/98 SG 1 13 117.5 12.6 113 96 2-A
31 8/17/98 FG 1 13 117.5 13.4 114 97 1-AD
32 8/17/98 SG+0.5 1 13 117.5 15.2 114 97 1-AD
33 8/17/98 SG+I.0 1 13 117,5 12.1 109 93 1-AD
TEST LOCATION:
28 SOUTH FROM THE NORTH TEXAS CIRCLE AT STATION 6 + 00
29 NORTH FROM THE NORTH TEXAS CIRCLE AT STATION 7 + 50
30 NORTH FROM THE NORTH TEXAS CIRCLE AT STATION 5 + 50
31 RETEST OF TEST NO. 34 ON 8/17/98 AM REPORT
32 RETEST OF TEST NO. 35 ON 8/17/98 AM REPORT
33 RETEST OF TEST NO. 36 ON 8/17/98 AM REPORT
! FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY ~',ITH SPECIFICATIONS
3L, ME ST A,,.,ZE O C P ERCE.T,NP LACE M O,STURED ORS. O~ O M.~,',,~. ~.~,,,~ ~, O.~
4 CEMENT TREATED D RETEST
~t~hnical Engi~fi~ ~ C~h~ M~e~ T~ ~ En~t~ E~~