Sample Record for 2024-10-18-49
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995361 DEA: 072XF604 EFIS: 0723000126
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-33-24.25/27.3
Work Description: Rebuild the eroded side slopes, rebuild the damaged shoulders, reconstruct the dike, repair the sinkhole on the shoulder, repair the eroded areas next to EP, behind guardrail, and around the flumes, reinstall guardrail, rebuild RSP, clean the drainage systems, construct a SPW
Location Description:
Contractor Name: Granite Construction
Contractor Address: 4820 MCGRATH STE #101, VENTURA, CA 93003
Resident Engineer: Shamim Naderi Structure Rep.: Hussam Buran
Sample Information
DIME Sample ID: 2024-10-18-49
TL Number from the TL Form:
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Acceptance
Type of Material: Soil
Sample Taken Date: 10/18/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/18/2024
The quantity of what the sample constitutes: 266 cy
A brief description of the sample: Embankment
From where was the sample collected: Job Site
Laboratory sample identification: 24-3244
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite
Material Information
The fabricator's/manufacturer's product name for the sample: Embankment
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: From various locations at Embankment
Where the material sample would have been placed if not sampled:
Test Results
Test 1 of 2
DIME Test ID: 2024-10-18-49-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 11/01/2024
Date Tested: 10/18/2024
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2000 g/cc
|
|
Count or Density 1
|
2.12 g/cc
|
|
Count or Density 2
|
2.15 g/cc
|
|
Count or Density 3
|
2.11 g/cc
|
|
Standard Count Moisture
|
657 g/cc
|
|
Moisture Count 1
|
0.19 g/cc
|
|
Moisture Count 2
|
0.2 g/cc
|
|
Moisture Count 3
|
0.19 g/cc
|
|
Sum of Count or Density
|
6.38 g/cc
|
|
Average of Count or Density
|
2.13 g/cc
|
|
Sum of Moisture Count
|
0.58 g/cc
|
|
Average of Moisture Count
|
0.19 g/cc
|
|
Calculated Percent Relative Compaction
|
95 %
|
|
Reported Percent Relative Compaction
|
95 %
|
Test 2 of 2
DIME Test ID: 2024-10-18-49-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 11/01/2024
Date Tested: 10/18/2024
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
Yes
|
|
In-place wet density
|
2.13
|
|
Percentage passing 3/4 in. sieve
|
89 %
|
|
Percentage retained on 3/4 in. sieve
|
11 %
|
|
Specific gravity of material passing 3/4 in. sieve
|
2.24
|
|
Specific gravity of material retained on 3/4 in. sieve
|
2.21 %
|
|
Coefficient for 3/4 in. aggregate
|
1
|
|
Corrected density
|
2.24
|
|
Relative compaction
|
95
|
|
% Moisture
|
10 %
|
|
Optimum Moisture
|
no data
|
