Sample Record for 2019-07-19-26
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213962 DEA: 010J3304 EFIS: 0119000010
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-101-24.7
Work Description: COLD PLANE ASPHALT CONCRETE PAVEMENT AND HOT MIX ASPHALT OVERLAY.
Location Description: MENDOCINO COUNTY NEAR UKIAH AT UKIAH MAINTENANCE FACILITY 90 WEST LAKE MENDOCINO DRIVE
Contractor Name: S.T. RHOADES CONSTRUCTION INC
Contractor Address: P.O. Box 494520, Redding, CA 96049
Resident Engineer: Katharine Perrin Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2019-07-19-26
TL Number from the TL Form: 978570
Sample Submitted By Organization: CT D01 - District 1 Materials Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 07/19/2019
Date that the sample was received by the laboratory/organization performing the testing: 07/19/2019
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: 19-167
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Ukiah
Material Information
RAP Source: granite ukiah
Aggregate Size: Unknown
Aggregate Source: Unknown
RAP Stockpile: Static
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
Test Results
Test 1 of 7
DIME Test ID: 2019-07-19-26-2
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,RSP #1
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
This test has been superseded on 10/01/2019.
Reason: corrected
Test 2 of 7
DIME Test ID: 2019-07-19-26-3
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,RSP #1
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
This test has been superseded on 10/01/2019.
Reason: corrected
Test 3 of 7
DIME Test ID: 2019-07-19-26-4
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,RSP #1
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
This test has been superseded on 10/01/2019.
Reason: corrected
Test 4 of 7
DIME Test ID: 2019-07-19-26-5
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 10/01/2019
Date Tested: 10/01/2019
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Number of tests
|
1
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
|
|
Specific Gravity for Sample 1
|
2.603
|
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
Test 5 of 7
DIME Test ID: 2019-07-19-26-6
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 10/01/2019
Date Tested: 10/01/2019
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Total mass of material in the sample
|
1303 grams
|
|
Cumulative mass retained on the 2 in. sieve
|
0 grams
|
|
Cumulative mass retained on the 1 1/2 in. sieve
|
0 grams
|
|
Cumulative mass retained on the 1 in. sieve
|
0 grams
|
|
Cumulative mass retained on the 3/4 in. sieve
|
0 grams
|
|
Cumulative mass retained on the 1/2 in. sieve
|
0 grams
|
|
Cumulative mass retained on the 3/8 in. sieve
|
59.9 grams
|
|
Cumulative mass retained on the 1/4 in. sieve
|
no data
|
|
Cumulative mass retained on the #4 sieve
|
401.3 grams
|
|
Cumulative mass retained on the #8 sieve
|
669.7 grams
|
|
Cumulative mass retained on the #16 sieve
|
854.8 grams
|
|
Cumulative mass retained on the #30 sieve
|
973.3 grams
|
|
Cumulative mass retained on the #50 sieve
|
1060.6 grams
|
|
Cumulative mass retained on the #100 sieve
|
1124.5 grams
|
|
Cumulative mass retained on the #200 sieve
|
1177.9 grams
|
|
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
|
95.4 %
|
|
Cumulative percent passing the 1/4 in. sieve
|
no data
|
|
Cumulative percent passing the #4 sieve
|
69.2 %
|
|
Cumulative percent passing the #8 sieve
|
48.6 %
|
|
Cumulative percent passing the #16 sieve
|
34.4 %
|
|
Cumulative percent passing the #30 sieve
|
25.3 %
|
|
Cumulative percent passing the #50 sieve
|
18.6 %
|
|
Cumulative percent passing the #100 sieve
|
13.7 %
|
|
Cumulative percent passing the #200 sieve
|
9.6 %
|
Test 6 of 7
DIME Test ID: 2019-07-19-26-7
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
Data has not been verified.
Test 7 of 7
DIME Test ID: 2019-07-19-26-8
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
Data has not been verified.
