Sample Record for 2024-08-01-131
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994966 DEA: 073255U4 EFIS: 0722000129
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-605-20.2/26
Work Description: INDIVIDUAL SLAB REPLACEMENT, COLD PLANE AC
Location Description: LOS ANGELES COUNTY IN BALDWIN PARK AND IRWINDALE FROM ROUTE 10/605 SEPARATION TO 0.2 MILE NORTH OF ROUTE 210/605 SEPARATION
Contractor Name: Peterson Chase General Engineering
Contractor Address: 16351 Construction Circle West, Irvine, CA 92606
Resident Engineer: Steven Taing Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2024-08-01-131
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: 08/01/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/01/2024
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: Native Material
From where was the sample collected: Source
Laboratory sample identification: 24-2347
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: 2024-08-01-131-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 08/29/2024
Date Tested: 08/29/2024
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
|
1752 g/cc
|
Count or Density 1
|
1636 g/cc
|
Count or Density 2
|
1542 g/cc
|
Count or Density 3
|
1622 g/cc
|
Standard Count Moisture
|
725 g/cc
|
Moisture Count 1
|
136 g/cc
|
Moisture Count 2
|
168 g/cc
|
Moisture Count 3
|
124 g/cc
|
Sum of Count or Density
|
4800 g/cc
|
Average of Count or Density
|
1600 g/cc
|
Sum of Moisture Count
|
428 g/cc
|
Average of Moisture Count
|
142.67 g/cc
|
Calculated Percent Relative Compaction
|
97.2 %
|
Reported Percent Relative Compaction
|
97 %
|
Test 2 of 2
DIME Test ID: 2024-08-01-131-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 08/29/2024
Date Tested: 08/01/2024
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
|
2.11
|
Percentage passing 3/4 in. sieve
|
87 %
|
Percentage retained on 3/4 in. sieve
|
13 %
|
Specific gravity of material passing 3/4 in. sieve
|
2.12
|
Specific gravity of material retained on 3/4 in. sieve
|
2.6 %
|
Coefficient for 3/4 in. aggregate
|
1
|
Corrected density
|
2.17
|
Relative compaction
|
97
|
% Moisture
|
no data
|
Optimum Moisture
|
no data
|