Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212246 DEA: 053307A4 EFIS: 0514000027
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-46-49.7/54.6
Work Description: Cholame Segment
Location Description:
Contractor Name: Atkinson Construction
Contractor Address: 18201 Von Karman - Suite 800, Irvine, CA 92612
Resident Engineer: Andrew Borrelli Structure Rep.: Dave Lewis
DIME Sample ID: 2024-06-27-98
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Dispute Resolution
Type of Material: Aggregate
Sample Taken Date: 06/27/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/30/2024
The quantity of what the sample constitutes: L220596T L2 SL4 - 750 tons
A brief description of the sample: 3/4 Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sierra Pacific Materials - Templeton
Source Identification (SMARA, name of Pit or Job Site): 91-10-0006
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: 2
Sublot number: 4
Aggregate Mix Number:
DIME Test ID: 2024-06-27-98-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/02/2024
Date Tested: 08/02/2024
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
What type of gradation is being tested?
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HMA Gradation
|
|
Individual mass retained on the 2 in. sieve
|
no data
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|
Individual mass retained on the 1 1/2 in. sieve
|
no data0 grams
|
|
Individual mass retained on the 1 in. sieve
|
no data0 grams
|
|
Individual mass retained on the 3/4 in. sieve
|
46.4 grams
|
|
Individual mass retained on the 1/2 in. sieve
|
967.7 grams
|
|
Individual mass retained on the 3/8 in. sieve
|
832.7 grams
|
|
Individual mass retained on the #4 sieve
|
1052.5 grams
|
|
Individual mass retained on the #8 sieve
|
145.2 grams
|
|
Individual mass retained on the #16 sieve
|
82.8 grams
|
|
Individual mass retained on the #30 sieve
|
43.7 grams
|
|
Individual mass retained on the #50 sieve
|
21.2 grams
|
|
Individual mass retained on the #100 sieve
|
12.1 grams
|
|
Individual mass retained on the #200 sieve
|
7.4 grams
|
|
Individual mass retained on the pan
|
0.8 grams
|
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Cumulative percent passing the 2 in. sieve
|
no data
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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
|
99 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
82 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
66 %
|
|
Cumulative percent passing the #4 sieve
|
47 %
|
|
Cumulative percent passing the #8 sieve
|
26 %
|
|
Cumulative percent passing the #16 sieve
|
14 %
|
|
Cumulative percent passing the #30 sieve
|
8 %
|
|
Cumulative percent passing the #50 sieve
|
5 %
|
|
Cumulative percent passing the #100 sieve
|
3 %
|
|
Cumulative percent passing the #200 sieve
|
2 %
|
DIME Test ID: 2024-06-27-98-2
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 08/08/2024
Date Tested: 08/07/2024
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Bulk specific gravity
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2.508
|
|
Bulk specific gravity (SSD Basis)
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2.586
|
|
Apparent specific gravity
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2.721
|
|
Absorption
|
3.1 %
|
DIME Test ID: 2024-06-27-98-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 08/08/2024
Date Tested: 08/07/2024
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Basis for relative density testing
|
Bulk
|
|
Specific Gravity
|
2.578
|
|
Absorption
|
1.9 %
|