HomeMy WebLinkAboutTerracon - 7/23/2018FIELD DENSITY TEST REPORT Irerracon
Report Number: 95181011.0373
Service Date: 07/23/18 2501 E Loop 820 N
Report Date: 07/23/18 Fort Worth, TX 76118-6978
Task: 817-268-8600 Ree No: F-3272
Client Project
Coury Hospitality
Attn: Mark Brooks
7134 S Yale, Ste 400
Tulsa, OK 74136
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Material Information Lab Test Data Project Requirements
Mat. Proctor
No. Ref. No.
1 95181011.0235
Field Test Data
Classification and Description
Brown Sandy Clay with Trace of
LSF
Test
No. Test Location
Laboratory
Test Method
ASTM D698
Optimum
Water
Max. Lab
Water
Content
Density
Content
Compaction
(%)
(pcf)
(%)
(%)
15.5
113.3
Above opt.
94%+
Probe Wet Water Water Dry Percent
Lift / Mat. Depth Density Content Content Density Compaction
Elev. No. (in) (pcf) (pcf) (%) (pcf) (%)
Hotel
101 Gridlines G/11 (below flex base) -1 1 8 130.3 19.6 17.7 110.7 98
Datum: Std. Cnt. M:665 Std. Cnt. D: 2177
S/N: 31265 Make: Troxler Model: 3430 Last Cal. Date: 07/12/2017
Comments: Test and/or retest results on this report meet project requirements as noted above.
Services: Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition (ASTM D-6938).
Terracon Rep.: Joseph Ditto
Reported To: Laurel
Contractor:
Report Distribution:
See attached distribution list.
Test Methods: ASTM D6938
Reviewed By: _
to lul
Senior Project Manager
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.
cRoo07, 11-16-12, Rev.7 Page 1 of 1
Distribution Page
Report Number: 95181011.0373
Service Date: 07/23/18
Report Date: 07/23/18
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) ArchiTexas, Michael Karnowski
(1) City of Grapevine TX, Curtis A Bergthold
(1) Construction Management Group of Fair Oaks CA, Blake Cearley
(1) JQ Engineering, Mike Oler
(1) Manhattan Construction Co, Ben Jensen
(1) Manhattan Construction Co, Brad Scheckelhoff
(1) Manhattan Construction Co, Chase Pritchard
(1) Manhattan Construction Co, Daniel Rideau
(1) Manhattan Construction Co, David Saiter
(1) Manhattan Construction Co, Frederick Moore
(1) Manhattan Construction Co, Robert Montgomery
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0371
Service Date: 07/23/18 2501 E Loop 820 N
Report Date: 08/03/18 Fort Worth, TX 76118-6978
Task: 817-268-8600 Ree No: F-3272
Client Project
Coury Hospitality
Attn: Mark Brooks
7134 S Yale, Ste 400
Tulsa, OK 74136
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Material Information Sample Information
Specified Strength: 5,000 psi @ 28 days
Mix ID: 9727
Supplier: Argos
Batch Time: 1100
Plant:
Truck No.: 7092
Ticket No.: 12331041
Field Test Data
4.00
Test
Result Specification
Slump (in):
61/2 5-7
Air Content (%):
3.7 3-6
Concrete Temp. (F):
90
Ambient Temp. (F):
92
Plastic Unit Wt. (pcf):
146.8
Yield (Cu. Yds.):
Laboratory Test Data
Set Specimen Avg Diam.
No. ID
(in)
1 A
4.00
1 B
4.00
1 C
4.00
1 D
4.00
1 E
0
Initial Cure: Outside
0
Comments:
Sample Date:
07/23/18 Sample Time: 1030
Sampled By:
Jeremy Washington
Weather Conditions:
clear
Accumulative Yards:
10/20 Batch Size (cy): 10
Placement Method:
Bucket & lift
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Garage elevator walls 2 floor
Placement Location:
Garage elevator walls 2-3 floor,
28
Garage ramp wall P7/16-16.3
12.57
P7-9.5/16.3
Age at Maximum
Area
Date Date
Test
Load
(sq in)
Received Tested
(days)
(lbs)
12.57
07/30/18
7
58,800
12.57
08/20/18
28
12.57
08/20/18
28
12.57
08/20/18
28
Hold
Final Cure: Moist Room
Compressive
Strength Fracture Tested
(psi) Type By
4,680 2
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Jeremy Washington
Reported To: David with Manhattan
Contractor:
Report Distribution:
See attached distribution list.
Reviewed By:
Senior Project Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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.
Cx000t, 11-16-12, xev.6 Page 1 of 1
Distribution Page
Report Number: 95181011.0371
Service Date: 07/23/18
Report Date: 08/03/18
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) ArchiTexas, Michael Karnowski
(1) City of Grapevine TX, Curtis A Bergthold
(1) Construction Management Group of Fair Oaks CA, Blake Cearley
(1) JQ Engineering, Mike Oler
(1) Manhattan Construction Co, Ben Jensen
(1) Manhattan Construction Co, Brad Scheckelhoff
(1) Manhattan Construction Co, Chase Pritchard
(1) Manhattan Construction Co, Daniel Rideau
(1) Manhattan Construction Co, David Saiter
(1) Manhattan Construction Co, Frederick Moore
(1) Manhattan Construction Co, Robert Montgomery
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600