HomeMy WebLinkAbout221 EAST MOUNTAIN AVE - Filed FDT-FIELD DENSITY TEST - 2019-08-30HMAC FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
Client
20191016.0008
08/01/19
08/16/19
Asphalt
Elevations Credit Union
Attn: Mike Tressler
2300 55th St
Boulder, CO 80301-2807
1901 Sharp Point Dr, Ste C
Fort Collins, CO 80525-4429
970-484-0359
Elevations Credit Union
221 East Mountain Avenue
Fort Collins, CO
Project
Project Number: 20191016
Lab Test Data
Comp.
Max.
Project Requirements
Comp.
Min.
Mat.
Material Information
Thickness
Min.
Density
Reference
Laboratory
No. Reference Number Classification and Description Test Method (pcf) (in) (%) (%)
1 1 Connell Mix 20150 - Top 153.8 92 96
Field Test Data
Test Pave. Mat. Density Length
Nuclear Core
Density
Core
Factor
Correction
Density
Corrected
Comp.
No. Test Location Lift No. (%)
Core Data
(pcf) (in) (pcf) (pcf) (pcf)
Alley Way South West Of Proposed Building
1 See Diagram Bottom 1 144.4 94
2 See Diagram Bottom 1 145.0 94
3 See Diagram Bottom 1 143.5 93
4 See Diagram Bottom 1 144.7 94
Comments:
Datum: Bottom = Bottom Mat Std. Cnt. M: 619 Std. Cnt. D: 1973
Test and/or retest results on this report meet project requirements as noted above.
S/N: 60674 Make: Troxler Model: 3430 Last Cal. Date: 01/31/2019
Services: Perform in-place density tests to determine degree of compaction.
ASPHALT DENSITY TESTING REPORT
Report Number: 20191016.0008
Service Date: 08/01/19 1901 Sharp Point Dr, Ste C
Report Date: 08/16/19 Fort Collins, CO 80525-4429
Task: Asphalt 970-484-0359
Client Project
Elevations Credit Union Elevations Credit Union
Attn: Mike Tressler 221 East Mountain Avenue
2300 55th St Fort Collins, CO
Boulder, CO 80301-2807
Project Number: 20191016
Services: Perform in-place density tests to determine degree of compaction.
Terracon Rep.: Taylor Keller
Reported To: Wayne w/ CoFC
Contractor: Neenan
Report Distribution:
(1) Elevations Credit Union, Mike Tressler (1) Terracon Consultants, Inc., Eric
Bernhardt
(1) The Neenan Company, Ryan McGuire Reviewed By: ____________________________________
Eric Buol
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.
BC0001, 10-16-13, Rev.10 Page 1 of 1
North
South
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
20191016.0007
07/31/19
07/31/19
Earthwork
1901 Sharp Point Dr, Ste C
Fort Collins, CO 80525-4429
970-484-0359
Client
Elevations Credit Union
Attn: Mike Tressler
2300 55th St
Boulder, CO 80301-2807
Elevations Credit Union
221 East Mountain Avenue
Fort Collins, CO
Project
Project Number: 20191016
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description Test Method (pcf)
1 20191016.0005 clayey sand with gravel ASTM D698 8.4 128.0 6.4-10.4 Min 95
Field Test Data
No. Test Location Elev. No.
Test Lift / Mat. Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in) (pcf) (pcf) (pcf)
Alleyway subgrade
2 See attachments 0' 1 8 138.6 12.4 9.8 126.2 99
3 See attachments 0' 1 8 135.1 8.1 6.4 127.0 99
CT0020, 10-28-11, Rev.0
Elevations Credit Union Project Name: Elevations Credit Union
Attn: Mike Tressler Report Number: 20191016.0007
2300 55th St Technician: Christopher Rivera 1901 Sharp Point Dr, Ste C
Boulder, CO 80301-2807 Date: 07/31/19 Fort Collins, CO 80525-4429
Scale: Not to Scale 970-484-0359
CR0006, 10-16-13, Rev.7 Page 1 of 1
LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT
Report Number: 20191016.0005
Service Date: 07/03/19 1901 Sharp Point Dr, Ste C
Report Date: 07/09/19 Fort Collins, CO 80525-4429
Task: Earthwork 970-484-0359
Client Project
Elevations Credit Union Elevations Credit Union
Attn: Mike Tressler 221 East Mountain Avenue
2300 55th St Fort Collins, CO
Boulder, CO 80301-2807
Project Number: 20191016
Material Information Sample Information
Source of Material: Exisitng Fill Sample Date: 07/03/19
Proposed Use: Trench Backfill Sampled By: Eric Buol
Sample Location: stock pile on site - from west alley utility
trench
Sample Description: clayey sand with gravel
Laboratory Test Data Result Specifications
Test Procedure: ASTM D698 Liquid Limit:
Test Method: Method C Plastic Limit:
Sample Preparation: Dry Plasticity Index:
Rammer Type: Manual In-Place Moisture (%):
Maximum Dry Unit Weight (pcf): 128.0
Optimum Water Content (%): 8.4
USCS:
Comments:
Services: Obtain a sample of backfill material at the project site and return it to the laboratory to determine the moisture density
relationship.
Terracon Rep.: Eric Buol
Reported To:
Contractor: Neenan
Report Distribution:
(1) Elevations Credit Union, Mike Tressler (1) Terracon Consultants, Inc., Eric Bernhardt
(1) The Neenan Company, Ryan McGuire
Reviewed By: _______________________________
Eric Buol
Project Manager
Test Methods: ASTM D698, ASTM D1140, ASTM D2487, ASTM D4318
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.
Zero Air Voids Curve for Assumed Specific
Gravity 2.70
4 5 6 7 8 9 10 11 12 13 14 15 16
116
117
118
119
120
121
122
123
124
125
126
127
128
129
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
20191016.0006
07/10/19
07/16/19
Earthwork
1901 Sharp Point Dr, Ste C
Fort Collins, CO 80525-4429
970-484-0359
Client
Elevations Credit Union
Attn: Mike Tressler
2300 55th St
Boulder, CO 80301-2807
Elevations Credit Union
221 East Mountain Avenue
Fort Collins, CO
Project
Project Number: 20191016
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description Test Method (pcf)
1 20191016.0005 clayey sand with gravel ASTM D698 8.4 128.0 ±3 95
Field Test Data
No. Test Location Elev. No.
Test Lift / Mat. Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in) (pcf) (pcf) (pcf)
Backfill around New Sanitary Sewer in Alley
1 5' North of New manhole for
sewer
-4' 1 8 138.8 13.1 10.4 125.7 98
Comments:
Datum: 0 = top of subgrade Std. Cnt. M: 623 Std. Cnt. D: 2247
Test and/or retest results on this report meet project requirements as noted above.
S/N: 60674 Make: Troxler Model: 3430 Last Cal. Date: 01/31/2019
Services:
Reported To:
Contractor:
Dunrite Foreman
Neenan
Eric Buol
Project Manager
Report Distribution:
(1) Elevations Credit Union, Mike Tressler (1) Terracon Consultants, Inc., Eric Bernhardt
(1) The Neenan Company, Ryan McGuire
Reviewed By:
Terracon Rep.: Douglas Novosad
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.
CR0007, 11-16-12, Rev.7 Page 1 of 1
130
Water Content (%)
Dry Unit Weight (pcf)
4 See attachments 0' 1 8 137.3 12.5 10.0 124.8 98
Comments:
Datum: 0= Finish subgrade elevation Std. Cnt. M: 540 Std. Cnt. D: 1780
Test and/or retest results on this report meet project requirements as noted above.
S/N: 17271 Make: Troxler Model: 3440 Last Cal. Date: 01/16/2019
Services:
Reported To:
Contractor:
Wayne w/ CoFC
Neenan
Craig L. Nelson
Project Manager
Report Distribution:
(1) Elevations Credit Union, Mike Tressler (1) Terracon Consultants, Inc., Eric Bernhardt
(1) The Neenan Company, Ryan McGuire
Reviewed By:
Terracon Rep.: Christopher Rivera
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.
CR0007, 11-16-12, Rev.7 Page 1 of 1
Reported To:
Contractor:
Report Distribution:
(1) Elevations Credit Union, Mike Tressler (1) Terracon Consultants, Inc., Eric Bernhardt
(1) The Neenan Company, Ryan McGuire
Wayne w/ CoFC
Neenan
Eric Buol
Project Manager
Reviewed By:
Terracon Rep.: Taylor Keller
Test Methods: ASTM D2950
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.
CR0025, 11-16-12, Rev.6 Page 1 of 1