Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994327 DEA: 081G4704 EFIS: 0816000001
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-74-3.1/53.5
Work Description: STRUCTURAL CONC BR, CONC SLAB, HMA (TYPE A), ALT CRASH CUSHION SYSTEM.
Location Description: RIVERSIDE COUNTY NEAR LAKE ELSINORE AT MORRILL CANYON BRIDGE AND NEAR HEMET AT STRAWBERRY CREEK BRIDGE.
Contractor Name: BEADOR CONSTRUCTION COMPANY, INC.
Contractor Address: 26320 LESTER CIRCLE;, CORONA CA 92883
Resident Engineer: Mike A Bergevin Structure Rep.: Arnel Vega
DIME Sample ID: 2024-01-16-65
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Sample Organization Contact: 9512323690
Type of Sample: Department Acceptance
Type of Material: Soil
Sample Taken Date: 01/16/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/16/2024
The quantity of what the sample constitutes: 12.9 kg
A brief description of the sample: Structural Backfill
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CTM 231 TEST LOCATION
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Retaining Wall 1 - Strawberry Creek Bridge Sta 343+15
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-01-16-65-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/05/2024
Date Tested: 01/16/2024
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: prakash.gowda@dot.ca.gov
Organization Phone: (951) 232-3690
General Comments for this Test: Density Spec 90%
Test Result Compliance: complies
Additional Comments When Verified:
Sum of Count or Density
|
3664.00 g/cc
|
Average of Count or Density
|
1221.00 g/cc
|
Sum of Moisture Count
|
658.00 g/cc
|
Average of Moisture Count
|
219.00 g/cc
|
Count Ratio Density
|
0.65
|
Count Ratio Moisture
|
0.33
|
Calculated Percent Relative Compaction
|
96.7 %
|
Reported Percent Relative Compaction
|
97 %
|
DIME Test ID: 2024-01-16-65-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/05/2024
Date Tested: 01/16/2024
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: prakash.gowda@dot.ca.gov
Organization Phone: (951) 232-3690
General Comments for this Test: Density Spec 90%
Test Result Compliance: complies
Additional Comments When Verified:
Is oversize material
|
No
|
In-place wet density
|
2.08
|
Highest adjust wet density
|
2.15
|
Relative compaction
|
97
|
% Moisture
|
no data
|
Optimum Moisture
|
no data
|