Sample Record for 2024-05-28-53
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
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
Sample Information
DIME Sample ID: 2024-05-28-53
TL Number from the TL Form:
Sample Submitted By Organization: Alta Vista Solutions - Whittier
Sample Organization Contact: (510) 542-9827
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 05/28/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/28/2024
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: Aggregate Base
From where was the sample collected: Source
Laboratory sample identification: 24-1172
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: N/A
Material Information
Source Identification (SMARA, name of Pit or Job Site): N/A
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: CTM 231 Test Holes
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/8 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 2
DIME Test ID: 2024-05-28-53-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 06/19/2024
Date Tested: 05/28/2024
Submitted By Organization: Alta Vista Solutions - Whittier
Organization Address: 12409 Slauson Avenue, Suite I,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90606
Organization Email: nicholas.hoffmann@oneatlas.com
Organization Phone: (510) 542-9827
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2974 g/cc
|
|
Count or Density 1
|
5268 g/cc
|
|
Count or Density 2
|
5188 g/cc
|
|
Count or Density 3
|
5254 g/cc
|
|
Standard Count Moisture
|
1072 g/cc
|
|
Moisture Count 1
|
347 g/cc
|
|
Moisture Count 2
|
358 g/cc
|
|
Moisture Count 3
|
347 g/cc
|
|
Sum of Count or Density
|
15710 g/cc
|
|
Average of Count or Density
|
5236.67 g/cc
|
|
Sum of Moisture Count
|
1052 g/cc
|
|
Average of Moisture Count
|
350.67 g/cc
|
|
Calculated Percent Relative Compaction
|
94.9 %
|
|
Reported Percent Relative Compaction
|
95 %
|
Test 2 of 2
DIME Test ID: 2024-05-28-53-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 06/19/2024
Date Tested: 05/28/2024
Submitted By Organization: Alta Vista Solutions - Whittier
Organization Address: 12409 Slauson Avenue, Suite I,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90606
Organization Email: nicholas.hoffmann@oneatlas.com
Organization Phone: (510) 542-9827
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
Yes
|
|
In-place wet density
|
2.05
|
|
Percentage passing 3/4 in. sieve
|
88 %
|
|
Percentage retained on 3/4 in. sieve
|
12 %
|
|
Specific gravity of material passing 3/4 in. sieve
|
2.13
|
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Specific gravity of material retained on 3/4 in. sieve
|
2.45 %
|
|
Coefficient for 3/4 in. aggregate
|
1
|
|
Corrected density
|
2.16
|
|
Relative compaction
|
95
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
