Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994936 DEA: 051P1604 EFIS: 0521000179
QA Service Level: 1
DIST-CO-RTE-PM: 05---
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2023-06-29-38
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Sample Organization Contact: (915) 296-1892
Type of Sample: Dispute Resolution
Type of Material: Aggregate
Sample Taken Date: 06/29/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/06/2023
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: 1/2" RHMA
From where was the sample collected: Job Site
Laboratory sample identification: 23-DISP-0136
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SPM
Source Identification (SMARA, name of Pit or Job Site): NA
The fabricator's/manufacturer's product name for the sample: SPM Templeton
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: SPM Templeton Rep 200 TONS
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number:
Lot number: 1
Sublot number: 9
Aggregate Mix Number:
DIME Test ID: 2023-06-29-38-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/11/2023
Date Tested: 07/11/2023
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:
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What type of gradation is being tested?
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HMA Gradation
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Individual mass retained on the 2 in. sieve
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no data
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Individual mass retained on the 1 1/2 in. sieve
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no data0 grams
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Individual mass retained on the 1 in. sieve
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no data0 grams
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Individual mass retained on the 3/4 in. sieve
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no data0 grams
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Individual mass retained on the 1/2 in. sieve
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144.2 grams
|
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Individual mass retained on the 3/8 in. sieve
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425.2 grams
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Individual mass retained on the #4 sieve
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1235.9 grams
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Individual mass retained on the #8 sieve
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263.4 grams
|
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Individual mass retained on the #16 sieve
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123.3 grams
|
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Individual mass retained on the #30 sieve
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66.4 grams
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Individual mass retained on the #50 sieve
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40 grams
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Individual mass retained on the #100 sieve
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23.3 grams
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Individual mass retained on the #200 sieve
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18.1 grams
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Individual mass retained on the pan
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1.1 grams
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Cumulative percent passing the 2 in. sieve
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no data
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Cumulative percent passing the 1 1/2 in. sieve
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100 %
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Cumulative percent passing the 1 in. sieve
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100 %
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Cumulative percent passing the 3/4 in. sieve
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100 %
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Cumulative percent passing the 1/2 in. sieve
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95 %
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Cumulative percent passing the 3/8 in. sieve
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79 %
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Cumulative percent passing the #4 sieve
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34 %
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Cumulative percent passing the #8 sieve
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19 %
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Cumulative percent passing the #16 sieve
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11 %
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Cumulative percent passing the #30 sieve
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7 %
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Cumulative percent passing the #50 sieve
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5 %
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Cumulative percent passing the #100 sieve
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4 %
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Cumulative percent passing the #200 sieve
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2.7 %
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