Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994966 DEA: 073255U4 EFIS: 0722000129
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-605-20.2/26
Work Description: INDIVIDUAL SLAB REPLACEMENT, COLD PLANE AC
Location Description: LOS ANGELES COUNTY IN BALDWIN PARK AND IRWINDALE FROM ROUTE 10/605 SEPARATION TO 0.2 MILE NORTH OF ROUTE 210/605 SEPARATION
Contractor Name: Peterson Chase General Engineering
Contractor Address: 16351 Construction Circle West, Irvine, CA 92606
Resident Engineer: Steven Taing Structure Rep.: Unknown
DIME Sample ID: 2024-07-14-4
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: 07/14/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/14/2024
The quantity of what the sample constitutes: 313 cy
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 24-1898
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Peterson Chase
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: from various location aggregate base
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-07-14-4-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 07/15/2024
Date Tested: 07/14/2024
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: complies
Additional Comments When Verified:
|
Standard Count Density
|
2008 g/cc
|
|
Count or Density 1
|
2.11 g/cc
|
|
Count or Density 2
|
2.07 g/cc
|
|
Count or Density 3
|
2.15 g/cc
|
|
Standard Count Moisture
|
666 g/cc
|
|
Moisture Count 1
|
0.19 g/cc
|
|
Moisture Count 2
|
0.19 g/cc
|
|
Moisture Count 3
|
0.19 g/cc
|
|
Sum of Count or Density
|
6.33 g/cc
|
|
Average of Count or Density
|
2.11 g/cc
|
|
Sum of Moisture Count
|
0.57 g/cc
|
|
Average of Moisture Count
|
0.19 g/cc
|
|
Calculated Percent Relative Compaction
|
95.4 %
|
|
Reported Percent Relative Compaction
|
95 %
|
DIME Test ID: 2024-07-14-4-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 07/15/2024
Date Tested: 07/14/2024
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: complies
Additional Comments When Verified:
|
Is oversize material
|
Yes
|
|
In-place wet density
|
2.11
|
|
Percentage passing 3/4 in. sieve
|
89 %
|
|
Percentage retained on 3/4 in. sieve
|
11 %
|
|
Specific gravity of material passing 3/4 in. sieve
|
2.17
|
|
Specific gravity of material retained on 3/4 in. sieve
|
2.54 %
|
|
Coefficient for 3/4 in. aggregate
|
1.00
|
|
Corrected density
|
2.21
|
|
Relative compaction
|
95
|
|
% Moisture
|
9.9 %
|
|
Optimum Moisture
|
no data
|
