Print Report | Back to Sample Detail

Sample Record for 2022-08-18-8

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 993116 DEA: 07320004 EFIS: 0716000029 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-14-R31.4/36.5
Work Description: INSTALL WIRED MESH DRAPERY SYSTEM AND SLOPE AND ROADSIDE PAVING.
Location Description: LOS ANGELES COUNTY IN SANTA CLARITA FROM CANYON PARK BOULEVARD UNDERCROSSING TO SPRING CANYON ROAD UNDERCROSSING
Contractor Name: CHUMO CONSTRUCTION INC
Contractor Address: 14425 Joanbridge St, Baldwin Park, CA 91706
Resident Engineer: Ali Mohsenzadeh Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-08-18-8
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: Department Acceptance
Type of Material: Aggregate
Sample Taken Date: 08/18/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/18/2022
The quantity of what the sample constitutes: 3854 sqft
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 22-2174
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Chumo Construction

Material Information

Source Identification (SMARA, name of Pit or Job Site): NA
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: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2022-08-18-8-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
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:
Organization Phone: (213) 817-0387
This test has been superseded on 08/18/2022. The corrected test ID is: 2022-08-18-8-3
Reason: retested

Test 2 of 3

DIME Test ID: 2022-08-18-8-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 08/18/2022
Date Tested: 08/18/2022
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:
Additional Comments When Verified:
Standard Count Density 2148 g/cc
Count or Density 1 2.2 g/cc
Count or Density 2 2.17 g/cc
Count or Density 3 2.19 g/cc
Standard Count Moisture 637 g/cc
Moisture Count 1 0.1 g/cc
Moisture Count 2 0.12 g/cc
Moisture Count 3 0.09 g/cc
Sum of Count or Density 6.56 g/cc
Average of Count or Density 2.19 g/cc
Sum of Moisture Count 0.31 g/cc
Average of Moisture Count 0.1 g/cc
Calculated Percent Relative Compaction 95.9 %
Reported Percent Relative Compaction 96 %

Test 3 of 3

DIME Test ID: 2022-08-18-8-3
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 08/18/2022
Date Tested: 08/18/2022
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:
The test was superseded from test ID: 2022-08-18-8-1
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.19
Highest adjust wet density 2.28
Relative compaction 96
% Moisture 5 %
Optimum Moisture 9 %