Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994350 DEA: 070W1204 EFIS: 0721000060
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-2-24.4/46.0
Work Description: SLURRY SEAL.
Location Description: LOS ANGELES COUNTY IN AND NEAR LA CANADA FLINTRIDGE AND PASADENA FROM ROUTE 2/210 SEPARATION TO 3.3 MILES EAST OF UPPER BIG TUJUNGA CANYON ROAD
Contractor Name: INTERMOUNTAIN SLURRY SEAL INC.
Contractor Address: 585 WEST BEACH STREET, WATSONVILLE CA 95076
Resident Engineer: ALIASGHAR SHALVIRI Structure Rep.: Unknown
DIME Sample ID: 2023-04-27-38
TL Number from the TL Form: C006670
Sample Submitted By Organization: CT D07 - Plant Services
Sample Organization Contact: 562-345-3126
Type of Sample: Department Acceptance
Type of Material: Aggregate
Sample Taken Date: 04/27/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/28/2023
The quantity of what the sample constitutes: 600 Tons
A brief description of the sample: 3/4 AC Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: 018
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: All American Asphalt-Irwindale
Source Identification (SMARA, name of Pit or Job Site): 91-33-0005
The fabricator's/manufacturer's product name for the sample: 3/4 HMA Type A R15
The fabricator/manufacturer designation for the sample: 105793
The plant number:
A detailed description of where the material sample was collected: Cold Feed
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:
DIME Test ID: 2023-04-27-38-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/05/2023
Date Tested: 04/28/2023
Submitted By Organization: CT D07 - Plant Services
Organization Address: 13230 East Firestone Boulevard, Suite G,
Organization City: Santa Fe Springs
Organization State: CA
Organization Zipcode: 90670
Organization Email: victor.zengler@dot.ca.gov
Organization Phone: (562) 345-3126
General Comments for this Test: Test results was combined with 15% RAP
Test Result Compliance: complies
Additional Comments When Verified:
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What type of gradation is being tested?
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Combined Gradation
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Cumulative percent passing the 2 in. sieve
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100 %
|
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Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
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Cumulative percent passing the 1 in. sieve
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100 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
99 %
|
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Cumulative percent passing the 1/2 in. sieve
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89 %
|
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Cumulative percent passing the 3/8 in. sieve
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78 %
|
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Cumulative percent passing the #4 sieve
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53 %
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Cumulative percent passing the #8 sieve
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37 %
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Cumulative percent passing the #16 sieve
|
25 %
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Cumulative percent passing the #30 sieve
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17 %
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Cumulative percent passing the #50 sieve
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11 %
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Cumulative percent passing the #100 sieve
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7 %
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Cumulative percent passing the #200 sieve
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4.8 %
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DIME Test ID: 2023-04-27-38-2
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: 05/05/2023
Date Tested: 04/28/2023
Submitted By Organization: CT D07 - Plant Services
Organization Address: 13230 East Firestone Boulevard, Suite G,
Organization City: Santa Fe Springs
Organization State: CA
Organization Zipcode: 90670
Organization Email: victor.zengler@dot.ca.gov
Organization Phone: (562) 345-3126
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
