Gateway BP(1.2)-LR 960815coNCRE;I'E COMPResSIVE STRENGTH TES
Date of Service: 08/15/1996
Report No.: 9607882
Client No.: 13195000
Project No.: 43-1452
Client:
Services:
Catellus Development Corporation Project: Fritz Ga
Mr. Steve Williamson LBJ ~ (
4545 Fuller Drive, Suite 100
Irving TX 75038
Obtain samples of fresh concrete at the placement locations, perform requil
compressive strength samples.**
CONTRACTOR:
CONCRETE SUPPLIER: Texas Industries, Inc.
l'LA~rr: ~ 1
SPECIFICATION REQUIREMENTS
STREN~;TH: 4000 psi (~ 28 Days
SLUMP: 3-5"
Am: NR
TEST METHOD:
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
1 1 5.5
1 2 5.5
1 3 5.5
I 4 5.5
DATE
TESTED
08/22/1996
08/22/1996
09/12/1996
09/12/1996
PROJECT DATA
CONCRETE CLASS: 047
PLACEMZNT DATE: 08/15/1996
TIME SAMPLED: 3:15 am BY:
WEATHER CONDITIONS: Clear
TEMPERATURE (l~- Am 76 l~
TRUCK NO: 473
Am CONTENT (%): N/A
PLACEMENT LOCATION:
SAMPLE LOCATION:
ACCUMULATIVE YARDS:
REPORT OF TESTS
MAXIMUM
AGE LOAD
(days) Obs. force)
7 119940
7 122510
28
28
TICK!
UN
Slab on gr~
3.1-5; A.I-t
C.4/5.6
30
4747 Irving Blvd., Suite 89.06
Dallas, Texas 75247
-96
Ieway-Warehouse
:otton & Gateway
.d field test and c, ast
BATCHTIME: 2:41 am
:harlie Shurtleff
ONCam~: 91 v
,TNO: 645423
cr WE[anT (pc0: N/A
I¢ between Lines C-D & 5-6; A.I-D and
and 1. I-3D
COMPRE~IVE
STRENGTH FRACTURE
([hi) TYPE
4240
4330
Technician: Charlie Shurtleff
Report Distribution:
(1) Catellus Development Corporation
(1) Gromatzky Dupree & Associates
(1) Brockette-Davis-Drake, Inc.
(2) Haws & Tingle
Started: 2:00 am
(2) City of Coppcll
( 1 ) Abbott Development
Finished: 9:30 am
I-~~g, Inc.
S. mi_th,
S~nior Project Engine. er
01KG
This report is exclusively for thc usc of thc client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering,
CONCRErTE COMPRE SIVE STRENGTH TES?
Date of Service:
Client No.:
Client:
Services:
08/15/1996
13195000
Catellus Development Corporation
Mr. Steve Willim~son
4545 Fuller Drive, Suite 100
Irving TX 75038
Report No.: 9607883
Project No.: 43-1452
Project: Fritz Ga
LBJ ~ (
Obtain samples of fresh concrete at the placement locations, perform requi~
compressive strength samples.**
CONTRACTOR:
CONCRETE SUPPLIER: Texas Industries, Inc.
pLA~: #41
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP: 3-5"
AIR: NR
TEST METHOD:
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
2 1 6.0 08/22/1996
2 2 6.0 08/22/1996
2 3 6.0 09/12/1996
2 4 6.0 09/12/1996
PROJECT DATA
CONCRETE CLASS: 047
PLACEMENT DATE: 08/15/1996
TIME SAMPLED: 4:15 am BY: (
WEATHER CONDITIONS: Clear
TEMPERATURE (F) - AIR 76 r c
MUCK NO: 470
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
SAMPLE LOCATION:
ACCUMULATIVE YARDS:
REPORT OF TESTS
MAXIMUM
AGE LOAD
(days) Obs. force)
7 118830
7 119990
28
28
Slab on gra~
3.1-5; A.I-[
C. 1/3.9
120
4747 Irving Blvd., Suite g206
Dallas, T~xu~ 75247
.96
~eway-Warehouse
.'otton & Gateway
ed field test and cast
BATCH'lIME: 3:35 am
'.harlie Shurtleff
0NCl~'r~: 88 F
T NO: 645443
~r WEIGHT (OEO: N/A
,e between Lines C-D & 5-6; A.I-D and
, and I.I-3D
COMPRESSIVE
STRENGTH FRACTURE
(p~) TYPE
4200
4240
Technician: Charlie Shurtleff ·
Report Distribution:
(1) Catcllus Devclopmcnt Corporation
(1) Gmmatzky Dupree & Associntcs
(I) Bmckette-Davis-Drake, Inc.
(2) Haws & Tingle
Started: 2:00 am
(2) City of Coppcll
(1) Abbott D~vclopmcnt
Finished: 9:30 am
ISu.~ing, Inc.
P.E.
ineer
01KG This report is exclusively for the usc of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering,
CONCRETE COMPR IVE STRENGTH TES'-
Date of Service: 08/15/1996 Report No.: 9607883
Client No.: 13195000 Project No.: 43-1452
Client:
Servicers:
Catellus Development Corporation Project: Fritz Ga~
Mr. Steve Williamson LBS ~
4545 Fuller Drive, Suite 100
Irving TX 75038
Obtain samples of fresh concrete at the placement locations, perform requir
compressive strength samples.**
PROJECT DATA
Co~rrgACTOR: CONCRET~ CL~.SS: 047
CONCRETE SUPPLIER: Texas Industries, Inc. PLACEMg~r DATE: 08/15/1996
Pi~,~r: #41 ~MESAM~D: 5:15 am BY:
SPECIFICATION REQUIREMENTS WEATHER CONDmONS: Clear
STRENCTa: 4000 psi ~ 28 Days TElm'EgATURE (F)-Am 75 r c
SLUMP: 3-5" TRUCK NO: 473 TIC~
AIR: NR AIR comTavr
TEST METHOD: PLACEMENT LOCATION: Slab on gr~
3.1-5; A.I-E
D. 1/2.9
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
3 1 6.0 08/22/1996
3 2 6.0 08/22/1996
3 3 6.0 09/12/1996
3 4 6.0 09/12/1996
SAMPLE LOCATION:
ACCUMULATIVE YARDS: 200
REPORT OF TESTS
MAXIMUM
AGE LOAD
(days) 0be- force)
7 122560
7 126070
28
28
4747 Irving Blvd. Suite 0206
DallH, Texas 75247
,96
eway-Warehouse
',otton & Gateway
field test and cast
BATCHTIME: 4:39 am
harlie Shurtleff
:~NCRETE: 87 F
mo: 645485
T WEIGffF (per): N/A
· between Lines C-D & 5-6; A. I-D and
and I.I-3D
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
4330
4460
Technician: Charlie Shurtleff
Report Distribution:
(1) Catcllus Development Corporation
(1) Gromatzky Duprcc & Associates
(I) Brockctte-Davis-Drakc, Inc.
(2) Haws & Tingle
Started: 2:00 am
(2) City of Coppell
(1) Abbott Development
Finished: 9:30 am
I"~~ring, Inc.
P~ulT). Smith, P.E.
Senior Project Engineer
OIKG
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full withou~ the written approval of HBC Engineering,
CONCRETE COMPRE $ STRENGTH TES?
Date of Service:
Client No.:
Client:
Services:
08/15/1996 Report No.: 9607881
13195000 Project No.: 43-145~
Catellus Development Corporation Project: Fritz Gi
Mr. Steve Williamson LBJ ~.
4545 Fuller Drive, Suite 100
Irving TX 75038
Obtain samples of fresh concrete at the placement locations, perform requi
compressive strength samples.**
CONTRACTOR:
CONCRETE SUPPLIER: Texas Industries, Inc.
PLANT: #41
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLUMP: 3-5"
AIR: NR
TEST METHOD:
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
4 1 5.5 08/22/1996
4 2 5.5 08/22/1996
4 3 5.5 09/12/1996
4 4 5.5 09/12/1996
PROJECT DATA
CONCRETE CLASS: #47
PLACEMENT DATE: 08/15/1996
TIME SAMPLED: 6:30 am BY:
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 470
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
SAMPLE LOCATION:
ACCUMULATIVE YARDS:
REPORT OF TESTS
Clear
75 F
TIC~
Slab on gra
3.1-5; A.I-I
A.9/!.8
3OO
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 126380
7 123480
28
28
4747 Irving Blvd., Suite #206
Dallas, Texas 73247
-96
teway-Warehouse
~tton & Gateway
· ed field test and cast
BATCH TIME: 6:01
.~harlie Shurtleff
!ONCRETE: 87 F
~,TNO: 645607
IT WEIGHT (pcO: N/A
lc between Lines C-D & 5-6; A. I-D and
and I.I-3D
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
4470
4370
Technician: Charlie Shurtleff
Report Distribution:
(1) Catcllus Development Corporation
(1) Gromatzky Duprce & Associates
(I) Brockctte-Davis-Drake, Inc.
(2) Haws & Tingle
01KG
Started: 2:00 am
(2) City of Copgell
(I) Abbott Development
Finished: 9:30 am
Engineering, Inc.
This report is exclusively for thc usc of thc client indicated above and shall not bc reproduced except in full withou
S~ :nior Project Engineer
:the written approval of HBC Engineering,
IX
O:\HSC2\45FRIrZ.OWG
xe)~ --I
I
I --I I-- I --'
! I
! I I
_l
-I
I
I -- I -- I
I I !
I--~--I
_l
I
/
N