Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000209 DEA: 07352304 EFIS: 0718000220
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-R60.0/R75.0
Work Description: REPLACE DRAINAGE SYSTEMS, INSTALL GSRD, AND REPLACE SAND SHED.
Location Description: LOS ANGELES COUNTY IN AND NEAR CASTAIC FROM 0.5 MILE NORTH OF LAKE HUGHES ROAD TO 0.5 MILE NORTH OF VISTA DEL LAGO ROAD
Contractor Name: POWELL CONSTRUCTORS, INC.
Contractor Address: 8555 banana Avenue, Fontana
Resident Engineer: OSCAR OSORIO Structure Rep.: Adriana Pimienta
DIME Sample ID: 2025-02-11-4
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: Soil
Sample Taken Date: 02/11/2025
Date that the sample was received by the laboratory/organization performing the testing: 02/11/2025
The quantity of what the sample constitutes: 4320 SF
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 25-0556
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
The fabricator's/manufacturer's product name for the sample: Aggregate Base
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Various locations
Where the material sample would have been placed if not sampled:
DIME Test ID: 2025-02-11-4-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/11/2025
Date Tested: 02/11/2025
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: NB Rte. 5 north of Templin Hwy
Location 7 - Castaic Sand Shed Building
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
1577 g/cc
|
|
Count or Density 1
|
2.4 g/cc
|
|
Count or Density 2
|
2.46 g/cc
|
|
Count or Density 3
|
2.37 g/cc
|
|
Standard Count Moisture
|
651 g/cc
|
|
Moisture Count 1
|
0.11 g/cc
|
|
Moisture Count 2
|
0.13 g/cc
|
|
Moisture Count 3
|
0.09 g/cc
|
|
Sum of Count or Density
|
7.23 g/cc
|
|
Average of Count or Density
|
2.41 g/cc
|
|
Sum of Moisture Count
|
0.33 g/cc
|
|
Average of Moisture Count
|
0.11 g/cc
|
|
Calculated Percent Relative Compaction
|
97.5 %
|
|
Reported Percent Relative Compaction
|
98 %
|
DIME Test ID: 2025-02-11-4-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 02/12/2025
Date Tested: 02/11/2025
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: NB Rte. 5 north of Templin Hwy Location 7 - Castaic Sand Shed Building
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
Yes
|
|
In-place wet density
|
2.41
|
|
Percentage passing 3/4 in. sieve
|
90 %
|
|
Percentage retained on 3/4 in. sieve
|
10 %
|
|
Specific gravity of material passing 3/4 in. sieve
|
2.26
|
|
Specific gravity of material retained on 3/4 in. sieve
|
13.14 %
|
|
Coefficient for 3/4 in. aggregate
|
1
|
|
Corrected density
|
2.46
|
|
Relative compaction
|
98
|
|
% Moisture
|
4.8 %
|
|
Optimum Moisture
|
no data
|
