DR0301-SP0406226/222/04
COINC NO. 04-0
COINC 528NS GROUT MIX DESIGN
33.18 LB
26.82 LB
60 LB Bag
Special graded Proprietary Sand
Shrinkage Compensating Cement per ASTM C845, Type K
Water/Cement Ratio is 0.39 to 0.45
Grout is in compliance wifla ASTM C] 107 Specifications for Compressive Strength and
Grade Classification for B & C.
CONFIDENTIAL INFORMATION: This document contains CONFIDENTIAL
information and is intended for the use of authorized persons for this project ONLY.
Disclosure, copying, or distribution of all or part of this document to non-authorized
persons is prohibited. Violation of this policy will result in immediate disciplinary
action including legal sanctions.
TO:
SPENCER J. BUCHANAN ASSOCIATES, INC.
Consulting Engineers
Geotechnical · Materials · Civil Design · Consulting
Bryan, Texas
206 North Sims Street, 77803/P.O. Box 672, 77806/(979) 822-3767
Letter of Transmittal
MR. CHRIS DIXON
CRAIG OLDEN, 1NC.
PO BOX 5000
LITTLE ELM, TX 75068
~IGI'NAL
When in Red Ink
DO NOT
Remove From File
Coinc ~% -~( ?
FILE#
Distribution (initials)
pROJECT:'
Soil Nail Grout Tests for TxDOT SH6, Brazos County
Control No. SH6, NH 2003 (52), COINC # 03-019
SJB Project No. 030692
Please find the followina items enclosed as indicated:
ITEM COPIES PAGES DATED
[] IN-PLACE DENSITY TEST RESULTS
[] IN-PLACE DENSITY LOCATION PLAN
[] CONCRETE REPORT 1 1 5/9/03
[] SUMMARY OF LABORATORY TEST DATA
[] OPTIMUM MOISTURE/DENSITY RELATIONSHIP
[] FLEXIBLE BASE MATERIAL TEST REPORT
[] DENSITY TEST RESULTS OF ASPHALTIC CONCRETE
PAVEMENT CORES
[] CRUSHED STONE SASE DEPTH TESTS
FIELD INVESTI. GATION AND LABORA~ORY'FESTiNG · .I I
Signed:
Susan D. Taylor
REMARKS:
May 9, 2003
SPENCER J..BUCHANAN ASSOCIATES, INC.
Consulting Engineers
Bryan, Texas
208 N. Sims, 77803 / P.O. Box 672, 77806 / (979) 822~3767
CONCRETE REPORT
CLIENT:
PROJECT:
CRAIG OLDEN 1NC.
Soil Nail Grout Tests for Tx DOT Project SH6, Brazus County
Oontroi No. SH6, NH 2003 (52)
CO [NC # 03-019
SJS PROJECT NO: 030692
FIELD INFORMATION:
CONTRACTOR:
SUPPLIER:
Craig OLden inc.
Craig Olden inc.
DATE SAMPLED: 04/07/03
SAMPLED BY: F, Fenziein
TIME SAMPLED: 2:50 PM
WEATHER: Sunny
SLUMP (in.):
AIR CONTENT:
CONCRETE TEMP:
CUBES CAST: 6
PLACEMENT LOCATION:
FIELD DATA REPORTED TO:
REMARKS:
TYPE MIX: Soll Nail Grout
TRUCK/TICKET NO.: ---
TRUCK ARRIVAL TIME: --
WATER ADDED:
Experimental Slope Retainer
Craig Olden, Inc,
Minimum storage temperature 720F, maximum 80°F
Area =4 sq. in.
LASORATORY TEST RESULTS:
FIELD DATE
NUMBEE ,, TESTED
AGE
(DAYS)
1 A O4/O 8/O 3 1
1 B 04/08/03
1 C 04/08/03 1
1D 05/05/03 28
1 E 05/05/03 28
1 F 05/05/03 28
TOTAL LOAD
COMPRESSIVE
STREN~TH.(psl)
9,517 2,379
11,406 2,852
9,221 2,305
39,202 9,801
43,175 10,794
42,142 10,538
Submibed By:
SPENCER J. BUCHANAN ASSOCIATES, INC.
A~ri111.2003
Mav 9. 2003
ACTEC
MACTEC Engineering
and Consulfin9
22D0 QrBveL Orive
~o~ Wo~, ~e=~ 7611~-7~ ~3
REPORT OF
NON SHRINK GROUT
.'CLIENT:
1341
~: DAVE ~21ZO~R
PROJECT:
F~RD,;.IECT NO.: 80217~3
REPORT NO.: 20549~;
· DATE DF aERVICE: B/07/~DO2
AUTHORIZATION: Hr o Dave
REPORT DATE: 9/30/2D(~2
REPORT ..OF TESTS
Compress/w= Strength: ASTM C 109
] -7 7 4.0 27,663
l-fi ? 4.0 3n,3~3
1-9 '7 4.0 28,697
1-10 14 4.0 31,670
'1-11 14 4.0 32342
Avera~
1-13 29 4.0
t-14 2.' 4.0 34,699
1-15 2g 4.0 35,311
Av~'ag~
-16 56 4,0 40.225
-17 56 4.0
.Average
ASTM CI197
· P__~ - ,Sn~ifi~tiens
3,780
4,CulO
~,030
3,9~0 ~000 psi
4,790
~ .000
4:~60
4,BED 2~00 psi
6,920
7,600
.Z] 70
~2S 3,~00 psi
9,260
8.675
~.830
8,920 $.000
I0.060
91730
9.900
PAGE
RROJECT NO, 8D~I?'E~
OF 2
'REPORT OF TESTS
Percent Length Chnn~e
-1
o. ls O.lp o.1~ o.1~ o.~
0,18 O.IP 0.18 ,0.I~ O.l~
A~TM CLIO?
Speeifl~ations
Mnx, -N)O' +0.3
:Min. 0,0 .0.0
Ti~c wn~r/matefials ratio w~s O, t73
forB & C.
'~uDort Distribution: