Sample Record for 2026-09-28-3
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1001645 DEA: 051R1004 EFIS: 0523000125
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO, -1-32.6
Work Description: BRIDGE REPLACEMENT, HMA, AND RSP PROTECTION.
Location Description: SAN LUIS OBISPO COUNTY NEAR MORRO BAY AT TORO CREEK BRIDGE
Contractor Name: SOUZA CONSTRUCTION
Contractor Address: 4027 Santa Fe Road, San Luis Obispo, CA 93403
Resident Engineer: Dean Russu Structure Rep.: Dave Lewis
Sample Information
DIME Sample ID: 2026-09-28-3
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Paso Robles Field Laboratory
Sample Organization Contact: 1 (209) 610-9363
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 09/28/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/28/2026
The quantity of what the sample constitutes: SBF- Abut 4 Inside Lift 2
A brief description of the sample: SBF- Crye Cambria Class 3
From where was the sample collected: Job Site
Laboratory sample identification: 260928-1 SBF- Crye Cambria Class 3
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: David Crye - Cambria Quarry
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-40-0009
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: Jobsite
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test
DIME Test ID: 2026-09-28-3-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 09/28/2026
Date Tested: 09/28/2026
Submitted By Organization: CT D05 - Paso Robles Field Laboratory
Organization Address: CA,
Organization City: ,
Organization State: CA
Organization Zipcode: 93422
Organization Email: isaac.larey.chezem@dot.ca.gov
Organization Phone: (805) 234-6493
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
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No
|
|
In-place wet density
|
2.29
|
|
Highest adjust wet density
|
2.35
|
|
Relative compaction
|
97
|
|
% Moisture
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no data
|
|
Optimum Moisture
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no data
|
Test
DIME Test ID: 2026-09-28-3-2
Test Method: CTM 231-June 2026: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Standard Nuclear Density Gauges or Low-Activity Nuclear Density Gauges (Standard Nuclear Density Gauge)
Verified Date: 09/28/2026
Date Tested: 09/28/2026
Submitted By Organization: CT D05 - Paso Robles Field Laboratory
Organization Address: CA,
Organization City: ,
Organization State: CA
Organization Zipcode: 93422
Organization Email: isaac.larey.chezem@dot.ca.gov
Organization Phone: (805) 234-6493
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1700 g/cc
|
|
Count or Density 1
|
749 g/cc
|
|
Count or Density 2
|
749 g/cc
|
|
Count or Density 3
|
697 g/cc
|
|
Standard Count Moisture
|
642 g/cc
|
|
Moisture Count 1
|
127 g/cc
|
|
Moisture Count 2
|
142 g/cc
|
|
Moisture Count 3
|
118 g/cc
|
|
Sum of Count or Density
|
2195 g/cc
|
|
Average of Count or Density
|
732 g/cc
|
|
Sum of Moisture Count
|
387 g/cc
|
|
Average of Moisture Count
|
129 g/cc
|
|
Count Ratio Density
|
0.43
|
|
Count Ratio Moisture
|
0.2
|
|
Calculated Percent Relative Compaction
|
97.4 %
|
|
Reported Percent Relative Compaction
|
97 %
|
