ST9905DR-LR060303T
Construction Materials Testing
and Environmental Consulting
°Texas CIVg°~, Inc.
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 Fax (214) 352.6971 www .texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date: MaCCh 3, 2006 Date Concrete Placed: February 2, 2006
clicm City of Coppell
Proiecc Bethel Road I Drainage Project Beam Report No.: 3
Phase A (ST 99-05)
Contractor: Project Number: 205-0202
Coneretc Supplier and Plant: LMC #3
Location of Placement: Deck - bOX CUIVeCt
MATERIALS soUree/ SSD Bath Wta. OBSERVATION DATA
Description (Lbs/CuYd)
h4i>; Number 1851 Time Sample Batched: 10:51 am
Time Sampled: l 1:42 am
FIB Ash: Sample Location: 80' E. & 8' N. of S W corner of culvert
Coarse Aggregate: Trueklficket No: 975/3208386
Intermediate Aggregate: Temperature:
I ine Aeereaate: Ambient Range: 70°F
Concrete Range: 72°F
;~dmixutres: Slump Range (inches): 4'/~"
1 Weather Conditions: Clear
Time Started: 10: am
Added Water: 0 gallons Time Completed: 01:15 pm
Unit Weight Sample Air Content (%): 3%
Total Cubic Yards Placed: 30
Required Strength (Lbs./sq.in.): 425 @ 4 days; 625 n 28 days
Beam Size in. T
l L
d lus of Ru tore
M
d
SpeGmen Measured Age Date ota
oa o
u
p Remarks
Kumber Slump (in.) (Days) Tested De th Width (Lbs.) (Lbs./Sq.In.)
BET 9 4 02/06/06 6.10 6.10 6530 520
BET 10 28 03/02/U6 6.10 6.00 7938 640
BET 1 I ,
4~z 28 03/02/06 6.00 6.00 8400 700
BET 12 H HOLD
Test \4ethods Utilized Fractu7e Regular
Beams Made B}': JG
.4STV1 C-31,C-78,G 143 (Unless Noted Otherwise)
Remarks and/or Distribution:
cc: Ms. Suzan C. Taylor -City of Coppell
1
"ferns ('N1T Inc Reviewed by.
All levers and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced wuhout the full approval of Texas CMT, Inc. The use of our na a must receive our poor wntten
approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products.
Construction Materials Testing
and Environmental Consulting
Texas CI~T, Incv
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 Fax (214) 352-6972 www .texascmt.com
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
n,.~..,.., oo..,,..~.i„ ~ i~nc_mn~~ nnArh.,~l• ecTrn m9~~ Tl'2(11711F9R Paee 1 of 1
Cllent: Clty Of COppell Material Description Maximum Op[imum
Dry Moisture
Density Content
Project: Bethel Rd I Drainage - Phase A (Lbs/C°Ft) Percent
Test Date: March 2, 2006 1. Brown Sandy Clay 104.1 17.8
2. Tan Sandy Clay 105.0 18.2
Report Date: March 3, 2006
Required Density (%): Min. 95%
Required Moisture (%): Clay: 0 to +5%
Mat LocatioNElevation (and/or) Lift In-Place In-Place Percent
NO~ Dry Density Moisture Compaction
"Cost Ft)
(Lb
/C Content (%)
N° Probe s
u
Depth
2 Backfill @ south of SE portion of new box culvert @ grade
101
8 19
2 97
0
Station 21+00 . . .
6"
Test results project specifications
cc: Nis. Suzan C. Taylor -City of Coppell
t Dui Icuc~ s and repoiv arc I'nr the esclusivc use of the client io ~~ hnm thc~ un aJJresseJ_ 'Ihc use of our nnme must reaxi~e ism prior wnlicn appnxrel. <hu Icrrvs and n7wns aliph~ unl~~ i~, the sample tcntcrl umVor oMsen'eJ, and are not nwessarity indiceiiev
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Construction Materials Testing
and Environmental Consulting
Tees CM'S, Inco
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 Fax (214) 352.6972 www .texascmt.com
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
~,.,_ ~ i~ne n~n~~ >,~r~.t.,.,t. n e•rr`~ T17077 rl'2l117 TI~QQ Paae 1 of 1
.- -- ----
Client: City of Coppell Material Description Maximum Optimum
Dry Moisture
Density Content
Project: Bethel Rd I Drainage - Phase A (l.bs/c~Fq Percent
Test Date: March 1, 2006 1. Brown Sandy Clay 104,1 17.8
2. Tan Sandy Clay 105.0 18.2
Report Date: March 3, 2006
Required Density (%): Min. 95%
Required Moisture (%): Clay: 0 to +5%
Mat LocationlElevation (and/or) Lift In-Place In-Place Percent
N0' Dry Density Moisture Compaction
Test (Lbs/CuFt) Content (%)
No. Probe
Depth
1 Backfill @ north of SE portion of new box culvert
100
5 20
9 96
5
2 2' below top of slab . . .
6"
Test results project specifications
cc: Ms. Suzan C. Taylor - Cit}' of Coppell ,
onrlcucrs uuJ reryxr,e ore lbrthe escluxicc use of rhedienun sham nc~r lire aJJresscvl. the use ul our name musr receive our prirx wriuen npprmnl. our lacers oral rerynas apph nnlrw Om sample leered m,d/nr ubsenred, and are ma nweswrily uidieaorc
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Construction Materials Testing
and Environmental Consulting
Texas C`T9 Irncv
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 Fax (214) 352-6972 www .texasctnt.com
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
.~._..:... o,......w,.r,. , i~nc n~mv 1`~orl,.,.l• eCTI\A TI~Q~~ Tl'tf1171~F9R Page 1 of 1
.- - - - --
Client: City of Coppell Material Description Maximum Optimum
Dry Moisture
Density Content
Project: Bethel Rd I Drainage - Phase A (LbsicuFt) Percent
Test Date: February 28, 2006 1. Brown Sandy Clay 104.1 17.8
2. Tan Sandy Clay 105.0 18.2
Report Date: March 3, 2006
Required Density (%): Min. 95%
Required Moisture (%): Clay: 0 to +5%
Mat LocationiElevation (and/or) Lift In-Place In-Place Percent
NO' Dry Density Moisture Compaction
Test (Lbs/CuFt) Content (%)
NO Probe
Depth
1 Backfill @ north of SE portion of new box culvert
106
1 18
3 101
9
1 5' below top of slab -Station 21+g0 . . .
6"
Test results project specifications
cc: Ms. Suzan C. Taylor -City of Coppell ~
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