Sample Record for 2022-03-16-5
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 215108 DEA: 07337604 EFIS: 0717000036
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-14-R28.9/R29.2
Work Description: REPLACE EXISTING STORM DRAIN, AND CONSTRUCT A COLLECTION SYSTEM.
Location Description: LOS ANGELES COUNTY IN AND NEAR SANTA CLARITA FROM 0.8 MILE NORTH OF PLACERITA CANYON ROAD UNDERCROSSING TO 0.5 MILE SOUTH OF GOLDEN VALLEY ROAD OVERCROSSING
Contractor Name: SEMA CONSTRUCTION, INC
Contractor Address: 42690 RIO NEDO STE. G;, TEMECULA CA 92590
Resident Engineer: Fred Young Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2022-03-16-5
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: Acceptance
Type of Material: Aggregate
Sample Taken Date: 03/16/2022
Date that the sample was received by the laboratory/organization performing the testing: 03/16/2022
The quantity of what the sample constitutes: 4875
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 22-0492
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
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: 1/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 2
DIME Test ID: 2022-03-16-5-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 03/16/2022
Date Tested: 03/16/2022
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) 817-0387
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Is oversize material
|
No
|
In-place wet density
|
2.16
|
Highest adjust wet density
|
2.24
|
Relative compaction
|
97
|
% Moisture
|
9.6 %
|
Optimum Moisture
|
9.6 %
|
Test 2 of 2
DIME Test ID: 2022-03-16-5-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 03/16/2022
Date Tested: 03/16/2022
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) 817-0387
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density
|
2200 g/cc
|
Count or Density 1
|
2.16 g/cc
|
Count or Density 2
|
2.18 g/cc
|
Count or Density 3
|
2.15 g/cc
|
Standard Count Moisture
|
649 g/cc
|
Moisture Count 1
|
0.18 g/cc
|
Moisture Count 2
|
0.19 g/cc
|
Moisture Count 3
|
0.2 g/cc
|
Sum of Count or Density
|
6.49 g/cc
|
Average of Count or Density
|
2.16 g/cc
|
Sum of Moisture Count
|
0.57 g/cc
|
Average of Moisture Count
|
0.19 g/cc
|
Calculated Percent Relative Compaction
|
96.6 %
|
Reported Percent Relative Compaction
|
97 %
|