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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 on following page(s): 2

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 5516.00 g/cc
Average of Count or Density 1103.00 g/cc
Sum of Moisture Count 533.00 g/cc
Average of Moisture Count 107.00 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 1.00
Corrected density 2.30
Relative compaction 96
% Moisture 6.3 %
Optimum Moisture 8.3 %