Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995085 DEA: 07322904 EFIS: 0716000059
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-27-0.0/18.6
Work Description: REMOVE EXISTING AC PAVEMENT & HMA OVERLAY.
Location Description: LOS ANGELES COUNTY IN AND NEAR LOS ANGELES FROM ROUTE 1 TO DEVONSHIRE STREET
Contractor Name: C. A. RASMUSSEN, INC.
Contractor Address: 28548 Livingston Ave, Valencia, CA 91355
Resident Engineer: Ravin Maru Structure Rep.: Unknown
DIME Sample ID: 2024-09-12-40
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: 09/12/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/12/2024
The quantity of what the sample constitutes: 12 sy
A brief description of the sample: C-41, Lopez St. and CA-27
From where was the sample collected: Job Site
Laboratory sample identification: 24-2776
Structure unique identifier:
Structure name: C-41, Lopez St. and CA-27
The fabricator/manufacturer/facility name: CA Rasmussen Inc.
The fabricator's/manufacturer's product name for the sample: Aggregate Base
The fabricator/manufacturer designation for the sample: Various Locations
A detailed description of where the material sample was collected: Job Site
Where the material sample would have been placed if not sampled: Job Site
DIME Test ID: 2024-09-12-40-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/18/2024
Date Tested: 09/18/2024
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) 407-6963
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1599 g/cc
|
|
Count or Density 1
|
2.12 g/cc
|
|
Count or Density 2
|
2.15 g/cc
|
|
Count or Density 3
|
2.14 g/cc
|
|
Standard Count Moisture
|
661 g/cc
|
|
Moisture Count 1
|
0.26 g/cc
|
|
Moisture Count 2
|
0.26 g/cc
|
|
Moisture Count 3
|
0.23 g/cc
|
|
Sum of Count or Density
|
6 g/cc
|
|
Average of Count or Density
|
2 g/cc
|
|
Sum of Moisture Count
|
1 g/cc
|
|
Average of Moisture Count
|
no data0 g/cc
|
|
Count Ratio Density
|
no data0
|
|
Count Ratio Moisture
|
no data0
|
|
Calculated Percent Relative Compaction
|
96.8 %
|
|
Reported Percent Relative Compaction
|
97 %
|
DIME Test ID: 2024-09-12-40-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 09/18/2024
Date Tested: 09/18/2024
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) 407-6963
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.14
|
|
Highest adjust wet density
|
2.21
|
|
Relative compaction
|
97
|
|
% Moisture
|
13.2 %
|
|
Optimum Moisture
|
13.2 %
|
