Sample Record for 2023-07-24-30
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214336 DEA: 07302404 EFIS: 0713000488
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-101-37/40
Work Description: PADRE JUAN REHAB
Location Description: VEN 101
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4820 McGrath Street, Suite 101, Ventura, CA 93003
Resident Engineer: Alfred Ira Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2023-07-24-30
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: 07/24/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/24/2023
The quantity of what the sample constitutes: 13000
A brief description of the sample: Class 3 Base
From where was the sample collected: Job Site
Laboratory sample identification: 23-1135
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: 2023-07-24-30-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 07/26/2023
Date Tested: 07/24/2023
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
|
1492 g/cc
|
|
Count or Density 1
|
1078 g/cc
|
|
Count or Density 2
|
1143 g/cc
|
|
Count or Density 3
|
1070 g/cc
|
|
Count or Density 4
|
1128 g/cc
|
|
Count or Density 5
|
1097 g/cc
|
|
Standard Count Moisture
|
636 g/cc
|
|
Moisture Count 1
|
119 g/cc
|
|
Moisture Count 2
|
96 g/cc
|
|
Moisture Count 3
|
110 g/cc
|
|
Moisture Count 4
|
99 g/cc
|
|
Moisture Count 5
|
109 g/cc
|
|
Sum of Count or Density
|
5516 g/cc
|
|
Average of Count or Density
|
1103 g/cc
|
|
Sum of Moisture Count
|
533 g/cc
|
|
Average of Moisture Count
|
107 g/cc
|
|
Count Ratio Density
|
0.74
|
|
Count Ratio Moisture
|
0.17
|
|
Calculated Percent Relative Compaction
|
96.5 %
|
|
Reported Percent Relative Compaction
|
97 %
|
Test 2 of 2
DIME Test ID: 2023-07-24-30-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 07/26/2023
Date Tested: 07/24/2023
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
|
2.21
|
|
Percentage passing 3/4 in. sieve
|
88 %
|
|
Percentage retained on 3/4 in. sieve
|
12 %
|
|
Specific gravity of material passing 3/4 in. sieve
|
2.26
|
|
Specific gravity of material retained on 3/4 in. sieve
|
2.59 %
|
|
Coefficient for 3/4 in. aggregate
|
1
|
|
Corrected density
|
2.3
|
|
Relative compaction
|
96
|
|
% Moisture
|
6.3 %
|
|
Optimum Moisture
|
8.3 %
|
