HomeMy WebLinkAbout74664_10210_12.24_Geo_Testing_Report24-DM9103Project #:
Z Constructors
2051 State Hwy 121, Grapevine, Texas 76051
Proposed Stuarts Paint and Body Shop" 2051 State Hwy 121,
Grapevine, TX 76051
Location:
Project:
Client:Report Date:01/08/2025
FIELD DATA
Weather:Freeze 22Temperature (°F):
SUMMARY OF WORK PERFORMED
Check rebar size and spacing to match provided plans
INSPECTION RESULTS AND NON CONFORMANCE
RFI (Request For Information)Follow-up Visit RequiredFinalWork In Progress
ConformingX Non-Conforming
The work was observed or monitored by our personnel and found to be:
Notes: We appreciate the opportunity to provide our services and look forward to continued participation on this project. If you need additional
information regarding this communication, please call our office.
Report Copied to: Chris, Mommi Carter, Tyler George
Representative/Inspector: Hyder Khan
GeoScience Engineers, LLC
CMT Admin
Date Signed: 03/05/2025 09:03 AM
Notes: As requested, a representative from our company arrived on site as scheduled and performed the above test. These test results apply only to the specific
locations noted and do not represent any other location. Reports may not be reproduced except in full, without permission.
Prepour for bld footing and column area
Report #:001A
www.geoscienceinc.com
GeoScience Engineers, LLC, 2712 Satsuma Drive, Suite 400 | Dallas | TX 75229 | Phone: 972-488-3500 | Email: info@geoscienceinc.com
Page 1 of 1
01/15/2025Report Date:Client:Z Constructors
Project:
Location:
Proposed Stuarts Paint and Body Shop" 2051 State Hwy
121, Grapevine, TX 76051
2051 State Hwy 121, Grapevine, Texas 76051
Project #:24-DM9103
FIELD DATA
Sewer line
Test Method:ASTM D-6938 (Nuclear)
Project Specifications:Standard Proctor (ASTM D-698)
Retest Required:
General Location:
Gauge Make:Humbolt Gauge S/N:9991
PROCTORS
Test Date Proctor #Test Procedure Soil Description Max. Dry
Density (pcf)
Optimum
Moisture (%)
12/17/2024 1 Standard Proctor (ASMT
D-698)Inter mixed gray and brown clay 96.9 24.1
FIELD TESTS
Test
#Date Test
Elevation Location Depth
(in)
Water
Content (%)Density (lbs/ft^3)%
Compaction
%
Required
Pass/
Fail Comments
Field Opt.Wet Dry Max.
1 01/15/2025 FG-4 STA: 0+90.98 6.00 23.90 24.10 118.9 96.00 96.90 99.00 95.0 PASS 6" sewer line
2 01/15/2025 FG-3 STA: 0+90.98 6.00 23.80 24.10 119.1 96.20 96.90 99.00 95.0 PASS 6" sewer line
3 01/15/2025 FG-2 STA: 0+90.98 6.00 22.00 24.10 115.0 94.30 96.90 97.00 95.0 PASS 6" sewer line
4 01/15/2025 FG-1 STA: 0+90.98 6.00 24.50 24.10 116.0 93.20 96.90 96.00 95.0 PASS 6" sewer line
5 01/15/2025 FG STA: 0+90.98 6.00 22.60 24.10 115.9 94.50 96.90 98.00 95.0 PASS 6" sewer line
6 01/15/2025 FG-4 STA 1+77.06 6.00 25.00 24.10 116.2 93.00 96.90 96.00 95.0 PASS 6" sewer line
7 01/15/2025 FG-3 STA 1+77.06 6.00 25.00 24.10 116.2 93.00 96.90 96.00 95.0 PASS 6" sewer line
8 01/15/2025 FG-2 STA 1+77.06 6.00 21.10 24.10 116.3 96.00 96.90 99.00 95.0 PASS 6" sewer line
9 01/15/2025 FG-1 STA 1+77.06 6.00 24.00 24.10 117.3 94.60 96.90 98.00 95.0 PASS 6" sewer line
10 01/15/2025 FG STA 1+77.06 6.00 21.00 24.10 116.4 96.20 96.90 99.00 95.0 PASS 6" sewer line
Report Copied to: Chris, Mommi Carter, Tyler George
Representative/Inspector: Abbas Salman
Notes: As requested, a representative from our company arrived on site as scheduled and performed the above test. These test results apply only to the specific
locations noted and do not represent any other location. Reports may not be reproduced except in full, without permission.
GeoScience Engineers, LLC
CMT Admin
Date Signed: 03/05/2025 09:03 AM
Field Density Testing
Report #:003
www.geoscienceinc.com
GeoScience Engineers, LLC, 2712 Satsuma Drive, Suite 400 | Dallas | TX 75229 | Phone: 972-488-3500 | Email: info@geoscienceinc.com
Page 1 of 1
01/16/2025Report Date:Client:
Project:
Location:
Proposed Stuarts Paint and Body Shop" 2051 State Hwy 121, Grapevine,
TX 76051
2051 State Hwy 121, Grapevine, Texas 76051
Z Constructors
Project #:24-DM9103
Truck Emptied:
Time Poured:
Slump (in):
4x8Cyl. Size:
No. of Specimens:
6:10 AM
5:33 AM
Time Sampled:
Time Batched:
4
Water/Cement Ratio:Ticket No:8912277
Supplier:
37 7884
Martin Marietta
Load (cu. yds.):
Air Temp (F):Truck No:
NR
Placement Location:
ASTM C143 4
Footing
ASTM C231Air Content (%):5.5 Unit Weight (pcf):ASTM C138
Date Placed:
Air Content (%):Break Days:7,28,28,56
Slump (in):4 Strength:3500 psi @ 28 daysMix No/Design:
Mix Type/Procedure:
Admixtures:
DESIGN DATA
FIELD DATA
Sampling Point:None
Weather:Cloudy
Interial footing General Location:
01/16/2025Load #:
56.1Conc Temp (F)(ASTM C1064):
Results Spec: 3500 psi @ 28 days 28 days Avg: 4600 (psi)
CYL. I.D.Date
Tested
Test Age
(Hours /
Days)
Maximum
Load (lbs)
Cylinder
Length (in)
Test Specimen Size Test Strength
(psi)Tested by Type of
Break Dia 1
(in)
Dia 2
(in)
Area
(Sq. in)
0116-24-DM9103-C-A-A 01/23/2025 7 days 33,560 8.00 4 4 12.57 2670 0
0116-24-DM9103-C-A-B 02/13/2025 28 days 57,830 8.00 4 4 12.57 4600 0
0116-24-DM9103-C-A-C 02/13/2025 28 days 57,790 8.00 4 4 12.57 4600 0
0116-24-DM9103-C-A-D 03/13/2025 56 days 0 0
0
LAB RESULTS 1Set No:116501/17/2025Date Received:Lab ID:
RESULTS COMPLYX Cylinders picked up by Contractor Cylinders made by Contractor RESULTS DO NOT COMPLY
ASTM DATA Y N N/A
Sampled to ASTM C172 X
Molded to ASTM C31 X
Initially Cured to ASTM C31 X
LAB Cured & Tested to ASTM C-31, C-39, C-511 X
Note:Tested in accordance to ASTM C-31 or AASHTO T-23.(Air content, Min/Max temp at curing not performed unless noted above).NR - Not RequestedNo Air Performed
Chris, Mommi Carter, Tyler George
Report Copied to:
Field Representative: Odai Assi
Cert No:
Lab Representative: Hayder Toman
Notes: The results above apply only to the specific samples noted using the aforementioned test method(s) and do not represent any other sample. Reports may not be
reproduced except in full without permission.
GeoScience Engineers, LLC
CMT Admin
Date Signed: 04/04/2025 10:41 AM
Compressive Strength of Concrete Specimens (ASTM C39)
Report #:004-A
www.geoscienceinc.com
GeoScience Engineers, LLC, 2712 Satsuma Drive, Suite 400 | Dallas | TX 75229 | Phone: 972-488-3500 | Email: info@geoscienceinc.com
Page 1 of 1
01/16/2025Report Date:Client:
Project:
Location:
Proposed Stuarts Paint and Body Shop" 2051 State Hwy 121, Grapevine,
TX 76051
2051 State Hwy 121, Grapevine, Texas 76051
Z Constructors
Project #:24-DM9103
Truck Emptied:
Time Poured:
Slump (in):
4x8Cyl. Size:
No. of Specimens:
8:05 AM
7:42 AM
Time Sampled:
Time Batched:
4
Water/Cement Ratio:Ticket No:8912663
Supplier:
35 5930
Martin Marietta
Load (cu. yds.):
Air Temp (F):Truck No:
NR
Placement Location:
ASTM C143 4
Footing
ASTM C231Air Content (%):5 Unit Weight (pcf):ASTM C138
Date Placed:
Air Content (%):Break Days:7,28,28,56
Slump (in):4 Strength:3500 psi @ 28 daysMix No/Design:
Mix Type/Procedure:
Admixtures:
DESIGN DATA
FIELD DATA
Sampling Point:None
Weather:Cloudy
Interial footing General Location:
01/16/2025Load #:
55Conc Temp (F)(ASTM C1064):
Results Spec: 3500 psi @ 28 days 28 days Avg: 4400 (psi)
CYL. I.D.Date
Tested
Test Age
(Hours /
Days)
Maximum
Load (lbs)
Cylinder
Length (in)
Test Specimen Size Test Strength
(psi)Tested by Type of
Break Dia 1
(in)
Dia 2
(in)
Area
(Sq. in)
0116-24-DM9103-C-B-A 01/23/2025 7 days 30,940 8.00 4 4 12.57 2460 0
0116-24-DM9103-C-B-B 02/13/2025 28 days 55,240 8.00 4 4 12.57 4400 0
0116-24-DM9103-C-B-C 02/13/2025 28 days 55,130 8.00 4 4 12.57 4390 0
0116-24-DM9103-C-B-D 03/13/2025 56 days 0 0
0
LAB RESULTS 2Set No:116501/17/2025Date Received:Lab ID:
RESULTS COMPLYX Cylinders picked up by Contractor Cylinders made by Contractor RESULTS DO NOT COMPLY
ASTM DATA Y N N/A
Sampled to ASTM C172 X
Molded to ASTM C31 X
Initially Cured to ASTM C31 X
LAB Cured & Tested to ASTM C-31, C-39, C-511 X
Note:Tested in accordance to ASTM C-31 or AASHTO T-23.(Air content, Min/Max temp at curing not performed unless noted above).NR - Not RequestedNo Air Performed
Chris, Mommi Carter, Tyler George
Report Copied to:
Field Representative: Odai Assi
Cert No:
Lab Representative: Hayder Toman
Notes: The results above apply only to the specific samples noted using the aforementioned test method(s) and do not represent any other sample. Reports may not be
reproduced except in full without permission.
GeoScience Engineers, LLC
CMT Admin
Date Signed: 04/04/2025 10:41 AM
Compressive Strength of Concrete Specimens (ASTM C39)
Report #:004-2
www.geoscienceinc.com
GeoScience Engineers, LLC, 2712 Satsuma Drive, Suite 400 | Dallas | TX 75229 | Phone: 972-488-3500 | Email: info@geoscienceinc.com
Page 1 of 2
01/16/2025Report Date:Client:
Project:
Location:
Proposed Stuarts Paint and Body Shop" 2051 State Hwy 121, Grapevine,
TX 76051
2051 State Hwy 121, Grapevine, Texas 76051
Z Constructors
Project #:24-DM9103
Field Report [s]
Compressive Strength of Concrete Specimens (ASTM C39)
Report #:004-2
www.geoscienceinc.com
GeoScience Engineers, LLC, 2712 Satsuma Drive, Suite 400 | Dallas | TX 75229 | Phone: 972-488-3500 | Email: info@geoscienceinc.com
Page 2 of 2
01/17/2025Report Date:Client:Z Constructors
Project:
Location:
Proposed Stuarts Paint and Body Shop" 2051 State Hwy
121, Grapevine, TX 76051
2051 State Hwy 121, Grapevine, Texas 76051
Project #:24-DM9103
FIELD DATA
Gas line
Test Method:ASTM D-6938 (Nuclear)
Project Specifications:Standard Proctor (ASTM D-698)
Retest Required:
General Location:
Test Material:Compacted Embankment
Gauge Make:Humbolt Gauge S/N:9238
PROCTORS
Test Date Proctor #Test Procedure Soil Description Max. Dry
Density (pcf)
Optimum
Moisture (%)
12/17/2024 1 Standard Proctor (ASMT
D-698)Inter mixed gray and brown clay 96.9 24.1
FIELD TESTS
Test
#Date Test
Elevation Location Depth
(in)
Water
Content (%)Density (lbs/ft^3)%
Compaction
%
Required
Pass/
Fail Comments
Field Opt.Wet Dry Max.
1 01/17/2025 Final
Grade
Gas line
STA#0+50 6.00 25.00 24.10 116.1 92.90 96.90 96.00 95.0 PASS
2 01/17/2025 Final
Grade
Gas line STA#
1+00 6.00 24.50 24.10 116.4 93.50 96.90 96.00 95.0 PASS
Report Copied to: Chris, Mommi Carter, Tyler George
Representative/Inspector: Alaa Ali
Notes: As requested, a representative from our company arrived on site as scheduled and performed the above test. These test results apply only to the specific
locations noted and do not represent any other location. Reports may not be reproduced except in full, without permission.
GeoScience Engineers, LLC
CMT Admin
Date Signed: 03/05/2025 09:03 AM
Field Density Testing
Report #:005
www.geoscienceinc.com
GeoScience Engineers, LLC, 2712 Satsuma Drive, Suite 400 | Dallas | TX 75229 | Phone: 972-488-3500 | Email: info@geoscienceinc.com
Page 1 of 2
01/17/2025Report Date:Client:Z Constructors
Project:
Location:
Proposed Stuarts Paint and Body Shop" 2051 State Hwy
121, Grapevine, TX 76051
2051 State Hwy 121, Grapevine, Texas 76051
Project #:24-DM9103
Field Report [s]
Field Density Testing
Report #:005
www.geoscienceinc.com
GeoScience Engineers, LLC, 2712 Satsuma Drive, Suite 400 | Dallas | TX 75229 | Phone: 972-488-3500 | Email: info@geoscienceinc.com
Page 2 of 2
01/20/2025Report Date:Client:Z Constructors
Project:
Location:
Proposed Stuarts Paint and Body Shop" 2051 State Hwy
121, Grapevine, TX 76051
2051 State Hwy 121, Grapevine, Texas 76051
Project #:24-DM9103
FIELD DATA
Water line A
Test Method:ASTM D-6938 (Nuclear)
Project Specifications:Standard Proctor (ASTM D-698)
Retest Required:
General Location:
Gauge S/N:1
PROCTORS
Test Date Proctor #Test Procedure Soil Description Max. Dry
Density (pcf)
Optimum
Moisture (%)
12/17/2024 3 Standard Proctor (ASMT
D-698)Brown sandy caly 98.1 17.5
FIELD TESTS
Test
#Date Test
Elevation Location Depth
(in)
Water
Content (%)Density (lbs/ft^3)%
Compaction
%
Required
Pass/
Fail Comments
Field Opt.Wet Dry Max.
1 01/22/2025 1st Lift Station number
1+77.82 19.70 17.50 114.8 95.90 98.10 98.00 95.0 PASS
2 01/22/2025 1st Lift Station number
3+52.65 19.30 17.50 113.2 94.90 98.10 97.00 95.0 PASS
Report Copied to: Chris, Mommi Carter, Tyler George
Representative/Inspector: Ali Tamimi
Notes: As requested, a representative from our company arrived on site as scheduled and performed the above test. These test results apply only to the specific
locations noted and do not represent any other location. Reports may not be reproduced except in full, without permission.
GeoScience Engineers, LLC
CMT Admin
Date Signed: 03/05/2025 09:03 AM
Field Density Testing
Report #:006
www.geoscienceinc.com
GeoScience Engineers, LLC, 2712 Satsuma Drive, Suite 400 | Dallas | TX 75229 | Phone: 972-488-3500 | Email: info@geoscienceinc.com
Page 1 of 1
24-DM9103Project #:
Z Constructors
2051 State Hwy 121, Grapevine, Texas 76051
Proposed Stuarts Paint and Body Shop" 2051 State Hwy
121, Grapevine, TX 76051
Location:
Project:
Client:Report Date:01/20/2025
FIELD DATA
Sample Location:Om road
Number of Sets:2
Total No of Specimens:2 Pickup Time:03:30 AM
Comments:
Report Copied to: Chris, Mommi Carter, Tyler George
Representative/Inspector: Ali Tamimi
Notes: As requested, a representative from our company arrived on site as scheduled and performed the above test. These test results apply only to
the specific locations noted and do not represent any other location. Reports may not be reproduced except in full, without permission.
GeoScience Engineers, LLC
CMT Admin
Date Signed: 03/05/2025 09:03 AM
Pickup Concrete/Grout/Mortar Samples
007Report #:
Page 1 of 1
GeoScience Engineers, LLC, 2712 Satsuma Drive, Suite 400 | Dallas | TX 75229 | Phone: 972-488-3500 | Email: info@geoscienceinc.com
www.geoscienceinc.com
01/23/2025Report Date:Client:Z Constructors
Project:
Location:
Proposed Stuarts Paint and Body Shop" 2051 State Hwy
121, Grapevine, TX 76051
2051 State Hwy 121, Grapevine, Texas 76051
Project #:24-DM9103
FIELD DATA
Water line 1
Test Method:ASTM D-6938 (Nuclear)
Project Specifications:Standard Proctor (ASTM D-698)
Retest Required:
General Location:
Gauge S/N:1
PROCTORS
Test Date Proctor #Test Procedure Soil Description Max. Dry
Density (pcf)
Optimum
Moisture (%)
12/17/2024 3 Standard Proctor (ASMT
D-698)Brown sandy caly 98.1 17.5
FIELD TESTS
Test
#Date Test
Elevation Location Depth
(in)
Water
Content (%)Density (lbs/ft^3)%
Compaction
%
Required
Pass/
Fail Comments
Field Opt.Wet Dry Max.
1 01/24/2025 1st Lift Station number
1+77.82 19.50 17.50 112.6 94.20 98.10 96.00 95.0 PASS
2 01/24/2025 1st Lift Station number
0+46.85 19.70 17.50 113.1 94.50 98.10 96.00 95.0 PASS
Report Copied to: Chris, Mommi Carter, Tyler George
Representative/Inspector: Ali Tamimi
Notes: As requested, a representative from our company arrived on site as scheduled and performed the above test. These test results apply only to the specific
locations noted and do not represent any other location. Reports may not be reproduced except in full, without permission.
GeoScience Engineers, LLC
CMT Admin
Date Signed: 03/05/2025 09:03 AM
Field Density Testing
Report #:008
www.geoscienceinc.com
GeoScience Engineers, LLC, 2712 Satsuma Drive, Suite 400 | Dallas | TX 75229 | Phone: 972-488-3500 | Email: info@geoscienceinc.com
Page 1 of 1