Coppell Trade-LR050527CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051081.0057
Service Date: April 27, 2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
ll'erracan
8901 Carpenter Frvh', Ste #100
Datlas, Texas 75247
(214) 630-1010
Report Date: May 27, 2005
Project: Coppell Trade Center
NWC Sandy Lake & State St
Coppell, TX
Project Number: 94051081
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 2:50 pm Plant: 7
Supplier: LMC
Truck No: 1045
Mix I.D. No.: 1701
Water Added Onsite Before Test:
Water Added Onsite After Test: 0 Gallons
Ticket No: 7152171
0 Gallons
Sample Information
sample Time: 3:25 pm Date Cast: April 27, 2005
Technician: Michael E. Odom
Weather Conditions: Fair
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: 15' Inlet, Lateral C3, 0+42
Placement Location: Line E, D, F, C, Head Wails, 0+00 one 10'
inlet Line F, 0+29; Lateral C3, 15' inlet 0+42
Field Test Data
Test Result Specification Test Method
Slump, inches: 3.00 5.0 ASTM C143
Air Content, %: ASTM C231
Concrete Temperature,° F: 85 ASTM C1064
Ambient Temperature, o F: 85 ASTM C1064
Plastic Unit Weight, pcf: 148.4 ASTM Cl 38
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
1 1 6.00 28.27 05/04/2005 7 97,910 3,460
1 2 6.00 28.27 05/04/2005 7 102,790 3,630
Average 3,550
28.27 05/25/2005 28 132,620 ~' 4,690
1
3
6.00
1 4 6.00 28.27 05/25/2005 28 131,490 ~,650
Average -4,670
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Michael E. Odom
(I) Coppell Trade Center LP (1) Merriman Assoc Inc
(I) Pdtchard Associates Inc (1) M~Fadden & Miller Reviewed by:
(1) Cityof Coppell TX ~' ~ Robert D. Ray,,, S.E~'"S.E .
(1) City of Coppell TX Senior Project M~er
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94051081.0065
Service Date: May 17, 2005
'll'erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Clien~ter LP
'"5'1:T55 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: May 27, 2005
Project: Coppetl Trade Center
NWC Sandy Lake & State St
Coppell, TX
Project Number: 94051081
Material Information
Contractor: Metroplex Excavation
Source of Material: Imported material
Proposed Use: Flexible Base
USCS:
Sample Information
Sampled By: Laramie S. Chronister
Sample Location: Stockpile
Sample Description: Crushed limestone flexible base
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
ASTM D 698
Method C
Moist Method
Mechanical
Maximum Dry Unit Weight, pcf: 124.8
Optimum Water Content, %: 8.4
Result Specifications
Liquid Limit: NA
Plastic Limit: NA
Plasticity Index: NA
% Passing #200: NA
% Passing #40: NA
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.70
Services- Moisture-Density Relations
Report
(1) Coppell Trade Center LP (1) Men'iman Assoc Inc
(1) Pritchard Associates In¢ (1) McFadden & Miller Reviewed by:___
(1) city of Coppel~ TX Senior Project MaWr
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use'of the client"
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 1
REPORT OF REINFORCING STEEL OBSERVATION ' rerracon
8901 Carpenter Frv, y., Suite #100
DallaS, Texas 75247
Date of Service:
Client No.:
Client:
05/27/05
93345
Coppell Trade Center LP
5055 Keller Springs Rd Ste 300
Addison, TX 75001
RepOrt No.: 94051190.0011
Project No.: 94051190 ~.-----'-~
Project'~mde Center- Bldg_?
f NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Services:
Drawings Utilized:
Observe placement of reinforcing for compliance with furnished drawings.
PROJECT DATA
C-3, dated 03/17/05
Locations/Items Observed: Pavement: 0' to 250' S & 20' to 160' W of NW building comer
Test Method:
Visual Observation
REPORT OF OBSERVATION
Bar Size X Proper Bar Placement X Stirrup Spacing & Type
Bet Grade X Propedy ~od X Welded Splices
Trash & Debris Re~n~ved X proper Bar Suppo~s X Lopped Splices X
Number of Bars X P¢oper Cover/Clearance X
Discrepancies/Comments: Any discrepancies found were corrected at the time of this observation unless otherwise
Field Results Report To:
Technician: B. Hatch
Report Distribution:
(1) Coppell Trade Center LP
(1) TechniStructures
(1) City of Coppell TX
(1) City of Coppell TX
309acs
(1) Merriman Assoc Inc
'll'erracan
(1) Macatee Engineering Inc ' Robert D. Ray
Senior Project ~r