Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993570 DEA: 051N6304 EFIS: 0521000069
QA Service Level: 1
DIST-CO-RTE-PM: 05-SCR-1-20.2/30.0
Work Description: OVERLAY EXISTING ROADWAY WITH RHMA-G (BWC).
Location Description: SANTA CRUZ COUNTY IN AND NEAR SANTA CRUZ FROM 0.1 MILE NORTH OF WESTERN DRIVE TO 0.1 MILE SOUTH OF DAVENPORT LANDING ROAD
Contractor Name: GRANITE ROCK COMPANY
Contractor Address: 120 Granite Rock, San Jose, CA 95136
Resident Engineer: Hollee Buckman Structure Rep.: Unknown
DIME Sample ID: 2022-08-18-85
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: 08/18/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/07/2022
The quantity of what the sample constitutes: 6 Bags of Bin Samples
A brief description of the sample: 1/2" RHMA-G Mix
From where was the sample collected: Supplier
Laboratory sample identification: 22-JMFD-0134
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: A.R. Wilson Quarry Aromas Batch Plant
Source Identification (SMARA or name of Pit): 91-35-0012
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: Batch Plant
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:
Sublot number:
Aggregate Mix Number:
DIME Test ID: 2022-08-18-85-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 09/09/2022
Date Tested: 09/08/2022
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: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
General Comments for this Test: Hi Bang, Ryan,
This testing will be conducted on those 6 bags of aggregate outside your lab from Prunedale with those GLS labels. Let me know if you have any questions or concerns.
Thanks,
James Brewster
Test Result Compliance:
Additional Comments When Verified:
|
What type of gradation is being tested?
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HMA Gradation
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|
Does this test use 1/4 sieve? (question for HMA Gradation Type)
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No
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Has the fine aggregate sample been reduced?
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No
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|
Total mass of material in the sample
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2463.1 grams
|
|
Cumulative mass retained on the 1 1/2 in. sieve
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0 grams
|
|
Cumulative mass retained on the 1 in. sieve
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0 grams
|
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Cumulative mass retained on the 3/4 in. sieve
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0 grams
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|
Cumulative mass retained on the 1/2 in. sieve
|
58 grams
|
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Cumulative mass retained on the 3/8 in. sieve
|
437.9 grams
|
|
Cumulative mass retained on the #4 sieve
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1438.1 grams
|
|
Cumulative mass retained on the #8 sieve
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313.1 grams
|
|
Cumulative mass retained on the #16 sieve
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389.2 grams
|
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Cumulative mass retained on the #30 sieve
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437.6 grams
|
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Cumulative mass retained on the #50 sieve
|
473 grams
|
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Cumulative mass retained on the #100 sieve
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493.3 grams
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Cumulative mass retained on the #200 sieve
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503.5 grams
|
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Cumulative mass retained on the pan
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no data
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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
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100 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
97.6 %
|
|
Cumulative percent passing the 3/8 in. sieve
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82.2 %
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Cumulative percent passing the #4 sieve
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41.6 %
|
|
Cumulative percent passing the #8 sieve
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16.4 %
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Cumulative percent passing the #16 sieve
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10.3 %
|
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Cumulative percent passing the #30 sieve
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6.4 %
|
|
Cumulative percent passing the #50 sieve
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3.5 %
|
|
Cumulative percent passing the #100 sieve
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1.9 %
|
|
Cumulative percent passing the #200 sieve
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1.05 %
|
DIME Test ID: 2022-08-18-85-2
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 09/09/2022
Date Tested: 09/09/2022
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: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Bulk specific gravity
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2.657
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Bulk specific gravity (SSD Basis)
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2.714
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Apparent specific gravity
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2.818
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Absorption
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2.2 %
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DIME Test ID: 2022-08-18-85-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 09/09/2022
Date Tested: 09/09/2022
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: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Basis for relative density testing
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Bulk
|
|
Specific Gravity
|
2.754
|
|
Absorption
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1.4 %
|