HomeMy WebLinkAboutTerracon - 2/03/2018FIELD DENSITY TEST REPORT Irerracon
Report Number: 95181011.0020
Service Date: 02/03/18 2501 E Loop 820 N
Report Date: 02/07/18 Fort Worth, TX 76118-6978
Task: 817-268-8600 Ree No: F-3272
Client Project
Brooks Hospitality Consulting Corp
Attn: Mark Brooks
206 Oldenwood Ct
Colleyville, TX 76034
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Material Information Lab Test Data Project Requirements
Optimum
(P11 -P12/15.2-16.3)
5 P11.4/15.6 1 2 6 123.8 23.3 23.2 100.5 94
6 P11.6/15.3 1 2 6 123.9 23.7 23.7 100.2 94
Datum: Moisture Condition. Serial No: Std. Cnt. M: 677 Std. Cnt. D: 2068
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.: Daniel Moreno
Reported To:
Contractor:
Report Distribution:
(1) Brooks Hospitality Consulting Corp, Mark (1) Manhattan Construction Co, Ben Jensen Reviewed By:
Brooks Jo -. . T upa
(1) Manhattan Construction Co, Brad (1) Manhattan Construction Co, Chase Pritchard Senior Project Manager
Scheckelhoff
(1) Manhattan Construction Co, Daniel Rideau (1) Manhattan Construction Co, David Saiter
(1) Manhattan Construction Co, Frederick Moore (1) Manhattan Construction Co, Robert
Montgomery
Test Methods: ASTM D6938
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
Water
Max. Lab
Water
Mat.
Proctor
Laboratory
Content
Density
Content
Compaction
No.
Ref. No.
Classification and Description
Test Method
(%)
(pcf)
1
95181011.0004
Yellowish Brown Clayey Sand
ASTM D698
18.4
106.2
+4
94%+
2
95181011.0006
Dark Reddish Brown Sandy Clay
ASTM D698
18.1
106.4
+4
94%+
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 (Pll-P12/16.2-16.3)
1
P11.5/16.25
1 1
6 123.6
23.7
23.7
99.9
94
2
P11.8/16.15
2 2
6 123.4
22.4
22.2
101.0
95
3
P11.2/16.25
3 2
6 123.5
22.3
22.0
101.2
95
4
P11.6/16.75
4 2
6 122.5
22.6
22.6
99.9
94
(P11 -P12/15.2-16.3)
5 P11.4/15.6 1 2 6 123.8 23.3 23.2 100.5 94
6 P11.6/15.3 1 2 6 123.9 23.7 23.7 100.2 94
Datum: Moisture Condition. Serial No: Std. Cnt. M: 677 Std. Cnt. D: 2068
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.: Daniel Moreno
Reported To:
Contractor:
Report Distribution:
(1) Brooks Hospitality Consulting Corp, Mark (1) Manhattan Construction Co, Ben Jensen Reviewed By:
Brooks Jo -. . T upa
(1) Manhattan Construction Co, Brad (1) Manhattan Construction Co, Chase Pritchard Senior Project Manager
Scheckelhoff
(1) Manhattan Construction Co, Daniel Rideau (1) Manhattan Construction Co, David Saiter
(1) Manhattan Construction Co, Frederick Moore (1) Manhattan Construction Co, Robert
Montgomery
Test Methods: ASTM D6938
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
CONCRETE SAMPLE PICK-UP REPORT
Report Number: 95181011.0018A
Irerracon
Service Date: 02/03/18 2501 E Loop 820 N
Report Date: 02/07/18 Fort Worth, TX 76118-6978
817-268-8600 Reg No: F-3272
Client Project
Brooks Hospitality Consulting Corp Grapevine Main Phase 1
Attn: Mark Brooks 815 South Main Street
206 Oldenwood Ct
Colleyville, TX 76034
TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP: 5
Report No.: 95181001.0018
No. of Cylinders: 1 set of 5 CYLINDERS (4x8)
Services:
Terracon Rep.: Daniel Blocker
Reported To:
Contractor:
Report Distribution:
Grapevine, TX 76051
Project Number: 95181011
(1) Brooks Hospitality Consulting Corp, (1) Manhattan Construction Co, Ben
Mark Brooks Jensen
(1) Manhattan Construction Co, Brad (1) Manhattan Construction Co, Chase Reviewed By:
Scheckelhoff Pritchard
(1) Manhattan Construction Co, Daniel (1) Manhattan Construction Co, David �,Tupa
Rideau Saiter
(1) Manhattan Construction Co, Frederick (1) Manhattan Construction Co, Robert Senior Project Manager
Moore Montaomery
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.
BC0001, 10-16-13, Rev.10 Page 1 of I