Sample Record for 2024-08-06-56
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 209109 DEA: 043G9004 EFIS: 0412000557 COOP: 042513
QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-116,121-46.0/46.7,5.8/R7.4
Work Description: MODIFY EXISTING STATE ROUTE 116,121 BONNEAU ROAD INTERSECTION FROM A 4 WAY STOP CONTROLLED INTERSECTION TO A ROUNDABOUT AND SIGNALIZED INTERSECTION.
Location Description: SONOMA COUNTY
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: 1520 Fourth Street, Berkeley, CA 94710
Resident Engineer: Fabio La Serna Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2024-08-06-56
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Petaluma Field Laboratory
Sample Organization Contact: (510) 385-6841
Type of Sample: Production Start-Up
Type of Material: Aggregate
Sample Taken Date: 08/06/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/06/2024
The quantity of what the sample constitutes: 4 Bags
A brief description of the sample: 3/4" HMA-RAP25%
From where was the sample collected: Manufacturer
Laboratory sample identification: Pet-24-333
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Lake Herman Drum Plant
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-48-0002
The fabricator's/manufacturer's product name for the sample: 220304
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Conveyer Belt-HMA Plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1 inch
The concrete mix design number:
Lot number: 1
Sublot number: 1
Aggregate Mix Number:
Test Results
Test 1 of 3
DIME Test ID: 2024-08-06-56-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/08/2024
Date Tested: 08/07/2024
Submitted By Organization: CT D04 - Petaluma Field Laboratory
Organization Address: 5675 Gibraltar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: glenn.cea@dot.ca.gov
Organization Phone: (510) 385-6841
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
What type of gradation is being tested?
|
Combined Gradation
|
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
98 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
80 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
63 %
|
|
Cumulative percent passing the #4 sieve
|
39 %
|
|
Cumulative percent passing the #8 sieve
|
26 %
|
|
Cumulative percent passing the #16 sieve
|
16 %
|
|
Cumulative percent passing the #30 sieve
|
11 %
|
|
Cumulative percent passing the #50 sieve
|
8 %
|
|
Cumulative percent passing the #100 sieve
|
5 %
|
|
Cumulative percent passing the #200 sieve
|
3.8 %
|
Test 2 of 3
DIME Test ID: 2024-08-06-56-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/08/2024
Date Tested: 08/07/2024
Submitted By Organization: CT D04 - Petaluma Field Laboratory
Organization Address: 5675 Gibraltar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: glenn.cea@dot.ca.gov
Organization Phone: (510) 385-6841
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Is an aggregate correction factor used?
|
Yes
|
|
Aggregate correction factor for the 2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1 1/2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 3/4 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
-0.3 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
-1.7 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
-1.7 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
-0.3 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
0.3 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
1.4 %
|
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
100 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
99 %
|
|
Cumulative percent passing the #4 sieve
|
75 %
|
|
Cumulative percent passing the #8 sieve
|
56 %
|
|
Cumulative percent passing the #16 sieve
|
42 %
|
|
Cumulative percent passing the #30 sieve
|
33 %
|
|
Cumulative percent passing the #50 sieve
|
24 %
|
|
Cumulative percent passing the #100 sieve
|
17 %
|
|
Cumulative percent passing the #200 sieve
|
13 %
|
Test 3 of 3
DIME Test ID: 2024-08-06-56-3
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 08/08/2024
Date Tested: 08/07/2024
Submitted By Organization: CT D04 - Petaluma Field Laboratory
Organization Address: 5675 Gibraltar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: glenn.cea@dot.ca.gov
Organization Phone: (510) 385-6841
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
