Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994960 DEA: 073325A4 EFIS: 0716000270
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-2-26.4/79.8
Work Description: INSTALL METAL BEAM GUARDRAILS.
Location Description: LOS ANGELES COUNTY NEAR LA CANADA FLINTRIDGE FROM BAY TREE ROAD TO BIG PINES HIGHWAY
Contractor Name: CHUMO CONSTRUCTION INC
Contractor Address: 14425 JOANBRIDGE STREET, BALDWIN PARK CA 91706-1747
Resident Engineer: DANGLONG TRAN Structure Rep.: Unknown
DIME Sample ID: 2023-09-22-20
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: 09/22/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/22/2023
The quantity of what the sample constitutes: 3476 SF
A brief description of the sample: Class 2 Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 23-1465
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: 2023-09-22-20-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/22/2023
Date Tested: 09/22/2023
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. 2 PM 45.65 DS-4 Angeles Crest Highway
Sta. 1057+19 to Sta. 1058+77
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2324 g/cc
|
|
Count or Density 1
|
2.18 g/cc
|
|
Count or Density 2
|
2.16 g/cc
|
|
Count or Density 3
|
2.19 g/cc
|
|
Standard Count Moisture
|
651 g/cc
|
|
Moisture Count 1
|
0.03 g/cc
|
|
Moisture Count 2
|
0.05 g/cc
|
|
Moisture Count 3
|
0.04 g/cc
|
|
Sum of Count or Density
|
6.53 g/cc
|
|
Average of Count or Density
|
2.18 g/cc
|
|
Sum of Moisture Count
|
0.12 g/cc
|
|
Average of Moisture Count
|
0.04 g/cc
|
|
Calculated Percent Relative Compaction
|
93 %
|
|
Reported Percent Relative Compaction
|
93 %
|
DIME Test ID: 2023-09-22-20-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 09/22/2023
Date Tested: 09/22/2023
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. 2 PM 45.65 DS-4 Angeles Crest Highway
Sta. 1057+19 to Sta. 1058+77
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
Yes
|
|
In-place wet density
|
2.18
|
|
Percentage passing 3/4 in. sieve
|
84 %
|
|
Percentage retained on 3/4 in. sieve
|
16 %
|
|
Specific gravity of material passing 3/4 in. sieve
|
2.28
|
|
Specific gravity of material retained on 3/4 in. sieve
|
2.7 %
|
|
Coefficient for 3/4 in. aggregate
|
1
|
|
Corrected density
|
2.34
|
|
Relative compaction
|
93
|
|
% Moisture
|
1.9 %
|
|
Optimum Moisture
|
no data
|
