Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215220 DEA: 07210624 EFIS: 0719000068
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA,SBD-71-1.8/R4.7&R0.0/R0.2
Work Description: PLACE STRUCTURE CONCRETE RETAINING WALLS & BOX CULVERT AND PLACE JPCP.
Location Description: IN LOS ANGELES AND SAN BERNARDINO COUNTIES IN POMONA AND CHINO HILLS FROM 0.2 MILE SOUTH OF MISSION BOULEVARD OVERCROSSING TO 0.2 MILE OF SAN BERNARDINO COUNTY LINE.
Contractor Name: OHL USA
Contractor Address: 1920 Main Street, Suite 310, Irvine, California 92614
Resident Engineer: Michael Wang Structure Rep.: Ryan Valentine
DIME Sample ID: 2022-10-04-9
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: Aggregate
Sample Taken Date: 10/04/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/04/2022
The quantity of what the sample constitutes: 16360 sqft
A brief description of the sample: Class 3 Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 22-2629
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: OHL
Source Identification (SMARA, name of Pit or Job Site): NA
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: CTM 231 Test Holes
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/8 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
DIME Test ID: 2022-10-04-9-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 10/04/2022
Date Tested: 10/04/2022
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) 817-0387
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.08
|
|
Highest adjust wet density
|
2.17
|
|
Relative compaction
|
96
|
|
% Moisture
|
7.9 %
|
|
Optimum Moisture
|
9.9 %
|
DIME Test ID: 2022-10-04-9-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 10/04/2022
Date Tested: 10/04/2022
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) 817-0387
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2160 g/cc
|
|
Count or Density 1
|
2.13 g/cc
|
|
Count or Density 2
|
2.03 g/cc
|
|
Count or Density 3
|
2.08 g/cc
|
|
Count or Density 4
|
2.05 g/cc
|
|
Count or Density 5
|
2.11 g/cc
|
|
Standard Count Moisture
|
634 g/cc
|
|
Moisture Count 1
|
0.17 g/cc
|
|
Moisture Count 2
|
0.16 g/cc
|
|
Moisture Count 3
|
0.13 g/cc
|
|
Moisture Count 4
|
0.13 g/cc
|
|
Moisture Count 5
|
0.17 g/cc
|
|
Sum of Count or Density
|
10.4 g/cc
|
|
Average of Count or Density
|
2.08 g/cc
|
|
Sum of Moisture Count
|
0.76 g/cc
|
|
Average of Moisture Count
|
0.15 g/cc
|
|
Calculated Percent Relative Compaction
|
95.9 %
|
|
Reported Percent Relative Compaction
|
96 %
|
