HomeMy WebLinkAboutTerracon - 6/02/2018FIELD DENSITY TEST REPORT Irerracon
Report Number: 95181011.0280
Service Date: 06/02/18 2501 E Loop 820 N
Report Date: 06/05/18 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
Optimum
Water
Max. Lab
Water
Mat. Proctor
Laboratory
Content
Density
Content
Compaction
No. Ref. No. Classification and Description
Test Method
(%)
(pcf)
1 95181011.0253 Crushed Concrete
ASTM D698
11.7
119.9
Min 11.7
Min 98
2 95181011.0005 Dark Brown Sandy Clay
ASTM D698
21.9
99.6
Min 25.9
Min 93
Field Test Data
Probe Wet
Water
Water
Dry
Percent
Test Lift /
Mat.
Depth Density
Content
Content
Density
Compaction
No. Test Location Elev.
No.
(in) (pcf)
(pcf)
(%)
(pct)
(%)
Parking Garage
75 See Attachment Test #1 F.G.
1
8 131.6
14.5
12.4
117.1
98
76 See Attachment Test #2 F.G.
1
8 131.9
14.0
11.9
117.9
98
77 See Attachment Test #3 F.G.
1
8 133.8
15.7
13.3
118.1
98
78 See Attachment Test #4 1 st Lift
2
8 122.1
26.2
27.3
95.9
96
79 2nd Lift
2
8 118.9
24.6
26.1
94.3
95
80 3rd Lift
2
8 121.0
26.2
27.6
94.8
95
Datum: Flex Base & Moisture Condition
Std. Cnt. M:2218 Std. Cnt. D: 664
S/N: 31150 Make: Troxler
Model: 3430
Last Cal. Date: 04/28/2017
Comments: Test and/or retest results on this report meet project requirements as noted above.
Services:
Terracon Rep.: Carlos Vela
Reported To: Doroteo w/Manhattan
Contractor:
Report Distribution:
See attached distribution list.
Test Methods: ASTM D6938
Reviewed By: _
--Lto Tul
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
FIELD DENSITY TESTING REPORT
Irerracon
Report Number: 95181011.0280
Service Date: 06/02/18 2501 E Loop 820 N
Report Date: 06/05/18 Fort Worth, TX 76118-6978
817-268-8600 Reg No: F-3272
Client Project
Coury Hospitality Grapevine Main Phase 1
Attn: Mark Brooks 815 South Main Street
7134 S Yale, Ste 400 Grapevine, TX 76051
Tulsa, OK 74136
Project Number: 95181011
Te 171 T—
Test #2 -.,ti
Services:
Terracon Rep.: Carlos Vela
Reported To: Doroteo w/Manhattan
Contractor:
Report Distribution:
See attached distribution list.
Reviewed By: 2.
�,Tuipa
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.
sc0001, 10-16-13, Rev.10 Page 1 of 1
Distribution Page
Report Number: 95181011.0280
Service Date: 06/02/18
Report Date: 06/05/18
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 SAMPLE PICK-UP REPORT
Report Number: 95181011.0279A
Irerracon
Service Date: 06/02/18 2501 E Loop 820 N
Report Date: 06/06/18 Fort Worth, TX 76118-6978
817-268-8600 Reg No: F-3272
Client Project
Coury Hospitality Grapevine Main Phase 1
Attn: Mark Brooks 815 South Main Street
7134 S Yale, Ste 400 Grapevine, TX 76051
Tulsa, OK 74136
Project Number: 95181011
TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP: 5
Report No.: 95181011.0279
No. of Cylinders: 1 set of 5 (4x8)
Services:
Terracon Rep.: Daniel Blocker
Reported To:
Contractor:
Report Distribution:
See attached distribution list.
Reviewed By:
�,T
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.
sC0001, 10-16-13, Rev.10 Page 1 of I
Distribution Page
Report Number: 95181011.0279A
Service Date: 06/02/18
Report Date: 06/06/18
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