Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2022-07-29-12
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: Soil
Sample Taken Date: 07/29/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/29/2022
The quantity of what the sample constitutes: 378 CY
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 22-1951
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Chumo Construction
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 at Aggregate Base
Where the material sample would have been placed if not sampled:
DIME Test ID: 2022-07-29-12-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 07/31/2022
Date Tested: 07/29/2022
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:
|
Is oversize material
|
Yes
|
|
In-place wet density
|
1.95
|
|
Percentage passing 3/4 in. sieve
|
88 %
|
|
Percentage retained on 3/4 in. sieve
|
12 %
|
|
Specific gravity of material passing 3/4 in. sieve
|
2.17
|
|
Specific gravity of material retained on 3/4 in. sieve
|
1.44 %
|
|
Coefficient for 3/4 in. aggregate
|
1
|
|
Corrected density
|
2.05
|
|
Relative compaction
|
95
|
|
% Moisture
|
6.4 %
|
|
Optimum Moisture
|
10.4 %
|
DIME Test ID: 2022-07-29-12-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 07/31/2022
Date Tested: 07/29/2022
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
|
1901 g/cc
|
|
Count or Density 1
|
1.98 g/cc
|
|
Count or Density 2
|
1.97 g/cc
|
|
Count or Density 3
|
1.9 g/cc
|
|
Standard Count Moisture
|
551 g/cc
|
|
Moisture Count 1
|
0.12 g/cc
|
|
Moisture Count 2
|
0.12 g/cc
|
|
Moisture Count 3
|
0.11 g/cc
|
|
Sum of Count or Density
|
5.85 g/cc
|
|
Average of Count or Density
|
1.95 g/cc
|
|
Sum of Moisture Count
|
0.35 g/cc
|
|
Average of Moisture Count
|
0.12 g/cc
|
|
Calculated Percent Relative Compaction
|
89.9 %
|
|
Reported Percent Relative Compaction
|
90 %
|
