ST8804-LR 891214 SHIFLEY-r, Inc.
Engineers
~ Construction Materials Engineering Division
ABQ Development Corporation PROJECt Heartz Road; Tract 7
P.O. Box 25625
Albequerque, New Mexico 87125 LOCa~ON: Coppell, Texas
Attn: Mr. Jay A. Chester,P.E. REPORT NO: 892544-1
December 14, 1989
RESULTS OF FIELD DENSITY TESTS
TEST LABORATORY COMPACTION FIELD COMPACTION
DATE TEST LOCATION
NO. CURVE MOISTURE OENSITY COMPACT]ON
EFT NO. OMC, % MDD, pcf % pcf
I 12-03 Sta 1+00 E x 150'N of CL SG HR-2 16.8 108.9 21.1 103.6 95
2 " Sta 3+00 E x 300'S of CL SG HR-2 ' " 18.0 107.1 98
3 12-06 Sta 3+00 E x 175'S of CL SG HR-2 " " 21.9 104.9 96
4 " Sta 3+00 E x 10'S of CL SG HR-2 ' " 22.8 103.1 95
5 ' Sta 1+75 E x 5'S of CL SG HR-2 " " 22.1 104.2 96
6 " Sta 0+95 E x 275'S of CL SG HR-3 13.5 115.5 16.0 117.0 101
7 " Sta 2+75 E x 200'N of CL SG HR-2 16.8 108.9 21.2 104.4 96
8 " Sta 4+50 E x 60'N of CL SG HR-2 " 18.7 110.0 99
9 " Sta 4+25 E x 275'S of CL SG HR-I 15.4 112.4 15.2 110.1 98
10 12-07 Sta 1+25 x IO0'N of CL 1 C-I 16.7 110.1 11.6' 109.2 98
11 " Sta 5+50 E x 100'S of CL SG HR-4 13.0 114.2 15.3 112.6 99
12 " Sta 6+50 E x 200'S of CL SG HR-2 16.8 108.9 15.8 105.8 97
13 Sta 6+75 E x 75'N of CL SG HR-2 " 18.4 103.7 95
14 " Sta 5+50 E x 225'N of CL SG HR-2 " ~ 20.8 103.3 95
15 12-08 Sta 2+00 E x 165'S of CL I HR-4 13.0 114.2 14.2 111.2 97
16 " Sta 0+80 E @ CL 1 HR-4/C-i 14.9 112.1 !5.7 108.6 97
17 " Sta 1+50 E x 200'N of CL I C-1 16.7 110.1 17.5 109.6 99
18 Sta 2+75 E x 150'S of CL 1 C-1 " " 18.4 106.7 96
19 " Sta 2+25 E x 150'N cf CL 1 C-1 " " 18.0 104.4 95
20 Sta 3+50 E x 250'S of CL 1 C-1 " " 17.0 106.9 97
REMARKS: Tests performed by T. Thompson TEST METHODS: ASTM D 2922, D3017,
Station Numbers from Heartz Road; CL - Cemterline of Tract 7 O1556, D 2167 or O 2937
SG = Subgrade
* Does not comply with project specifications.
i l) BAKER-SHIFLETT, INC.
DISTRIBUTION:
Above
.r.J.rr ) 8 1989 i
City of Coppell 1~[~
Attn: Mr. Larry Davis
David R. Friels, P.E.
5450 East Loop 820 South P.O. Box 15822 Fort Worth, Texas 76119 (817)478-8254 Metro 572-3411
PRoJ~: Heartz Road/Tract 7 mT Ho.: 892544-1
Coppell, Texas
RESULTS OF FIELD DENSITY TESTS
TEST LABORATORY COMPAC~ON FIELD COMPAC~ON
DATE TEST LOCA~ON
NO. CURVE MOISTURE DEN~TY COMPAC~ON
UFT NO. OMC, % MDD, pcf % pcf
21 12-08 Sta 3+75 E x 50'S of CL 1 C-1 16.7 110.1 20.5 105.7 96
22 " Sta 3+25 E x 175'N of CL I C-I " " 19.9 104.7 95
23 12-11 Sta I+75 E x i§O'N of CL 1 C-I " 19.5 104.9 95
24 " Sca 4+25 E @ CL 1 C-1/HR-J 16.1 111.3 17.7 106.3 96
25 " Sta 4+50 E x 250'S of CL i C-i/HR-~ " " 19.0 105.6 95
REMARKS: TEST M ='THODS: ASTM O 2932, D 3017,
D 1556, D 2167 or D 2937
DUN t. ETrERS AND REFOi~TS AI~E FOR THE EXCLUSIVE USE OF THE CLIENT TO W~OM THEY ARE ADORESSEO. AND AI~q.y ONLY TO THE SAMI~ES TESTED.
5450 East Loop 820 South P.O. Box 15822 Fort Worth, Texas 76119 (817)478-8254 Metro 572-3411
MOISTURE-DENSITY RELATIONSHIP
PROJECT: Heartz Road Project REPORT DATE: December 14, 1989
Tract 7
LOCATION: Coppell, Texas REPORT NO: 892544-1
TEST METHOD: AS TM D 698A LIOUID LIMIT: 36
RAMMER TYPE: Me c ha ni c a 1 PLASTIC LIMIT 13
SAMPLE DATE: 12 - 01 - 89 PLASTICITY INDEX: 23
SAMPLE PREPARATION: Dry (-) 200 MESH SIEVE: 63 %
SAMPLED aY: T. Thomp s on CL~SmmC^T~O.: CL
TESTEDSY: R. Grant ~SCm.T~ON: Bro~ sandy lean clay
~..~LOCa~mN: Cut Area; SE Section
Sta 9+00 x 3+00N
PROCTOR CURVE
PROCTOR NO. HR-1
MAXIMUM DRY DENSITY: 112.4 pcf OPTIMUM MOISTURE CONTENT, %: 15.4
116
112
100
8 10 12 14 16 18 20 22
MOISTURE CONTENT, %
PAGE 3 o~= 7
OUR LET'i'ER S AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND A PI~[.¥ ONLY TO THE SAMPLES TESTED.
BAKER-SHIFI. EI-F, INC.
MOISTURE-DENSITY RELATIONSHIP
PROJECT: Heartz Road Project REPORT DATE: December 14, 1989
Tract 7
LOCATION: Coppell, Texas REPORT NO: 892544-1
TEST METHOD: ASTM D 698A UGU~O UMm 37
RAMMER T~PE: Me c bani c a 1 PLASTIC LIMIT 14
SAMPLE DATE: 12 - 01- 89 PLASTICITY INDEX: 2 3
SAMPLE PREPARATION: Dry (-) 200 MESH SIEVE: 6 3 Z
SAM., ~D SY: T. Thomps on c~;,c~,~o.: CL
T;ST;OS*= R. Grant oEscm.~m.: Dk bro~ sandy lean
SX~LOC~T~O.: Cut Area; SE Section clay
Sta 3+00 x 3+50N
PROCTOR CURVE
PROCTOR NO. HR-2
MAXIMUM DRY DENSITY: 108.9 pcf OPTIMUM MOISTURE CONTENT,%: 16.8
112
].08
104
: ~ , , I ~ , +~ : ,~ ~ ........ ~: ,, , , ~ .... ~ ......
100
96 ; -,
~ iii! II;~ * :',i; :'i ;;' ;',', ;~ ',',:;~:'I ;!',¢~--P;ill ilii]iii I, ;; ",ii: ',:]',i:~', '. ~ ~,,
10 12 14 16 18 20 22 24
MOISTURE CONTENT, %
PAGE 4 OF 7
BAKER-SHIFLETT, INC.
MOISTURE-DENSITY RELATIONSHIP
PROJECT: Heartz Road Project REPORT DATE: December 14, 1989
Tract 7
LOCATION: Coppell, Texas REPORT NO: 892544-1
TEST METWOD: AS TM D 698A MOULD LIMIT: 29
RAMMER TYPE: Me c ha ni c a 1 P~ASTIC UMIT 16
SAMPLE DATE: 12 - 05 - 89 PLASTICITY INDEX: 13
SAMPLE PREPARATION: Dry (-) 200 MESH SIEVE: - -
SAMPLED aY: T. Thump s on CLASSIFICATION: - -
TESTEDSY: R. Grant DESCRIPTION: Yellowish tan sandy
SAMPL£'OCATION: SW Area of Tract 7 clay
PROCTOR CURVE
PROCTOR NO. HR-3
MAXIMUM DRY DENSITY: 115.5 pcf OPTIMUM MOISTURE CONTENT, %: 13.5
120
116
112
108
104 ~
·
7 9 11 13 15 17 19 21
MOISTURE CONTENT,%
PAGE 5 OF 7
BAKER-$HIFLE'I-I'. INC.
MOISTURE-DENSITY RELATIONSHIP
PROJECT: Heartz Road Project REPORT DATE: December 14, 1989
Tract 7
LOCATION: Coppell, Texas REPORT NO: 892544-1
TEST METHOD: AS TM D 698A L,aU,D LIMIT: 24
RAMMER TYPE: Me chani c a 1 PLASTIC LIMIT 17
SAMPLE DATE: 1 ~- - 0 5 - 8 9 PLASTICITY iNDEX: 7
SAMPLE PREPARAT,ON: Dry (-) 200 MESH SIEVE: 4 2 Z
SAMPLED BY: T · Thomp s on CLARIFICATION: S C- SM
TESTEDEY: R. Grant DESCmPT~OH: Brown silty, clayey
SAMP~LOCAT,ON: W Center of Tract 7 sand
PROCTOR CURVE
PROCTOR NO. HR-4
MAXIMUM DRY DENSITY: 114.2 pcf OPTIMUM MOISTURE CONTENT, % : 13.0
118
.'L10
10 12 14 16 18 20 22 2~
MOISTURE CONTENT,
PAGE 6 OF 7
BAKER-SHIFLETT, INC.
MOISTURE-DENSITY RELATIONSHIP
PROJECT: Heartz Road Project REPORT DATE: December 14, 1989
Tract 7
LOCATION: Coppell, Texas REPORT NO: 892544-1
TEST METHOD: AS TM D 698A UGUID UM~T: 35
RAMMER TYPE: Me c hani c a 1 PLASTIC L~MIT 13
SAMPLE DATE: 12 - 0 6 - 8 9 PLASTICITY INDEX: 2 2
SAMPLE PREPARATION: D r y H 200 MESH SIEVE: 5 1 Z
SAMPLED aY: T. Thomp s on CLASSIFICATION: C L
TESTEDSY: C. Rowe DESCRIPTION: Lt tan w/oran§e sandy
SAMPLE'OCAT,O.: Sta 8+00 E x 200'N of CL lean clay
(borrow area)
PROCTOR CURVE
PROCTOR NO. HR-5
MAXIMUM DRY DENSITY: 113.9 pcf OPTIMUM MOISTURE CONTENT. %: 14.3
118 .................... -
114
102
7 9 [[ [3 [5 [7 [9 2[
MOISTURE CONTE~T,
PAGE 7 OF 7
BAKER-SHIFLETT, INC.