Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214589 DEA: 020J1604
QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-284-0.0/8.3
Work Description: PLACE HMA (TYPE A), PRECOATED AGGREGATE (SEAL COAT), HMA (LEVELING).
Location Description: PLUMAS COUNTY NEAR CHILCOOT FROM ROUTE 70 TO 1 MILE NORTH OF LITTLE LAST CHANCE CREEK BRIDGE NUMBER 09-0072
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: 24339 STATE HIGHWAY 89 N.;, BURNEY CA 96013
Resident Engineer: Structure Rep.: Unknown
DIME Sample ID: 2020-06-18-45
TL Number from the TL Form: 896987
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 06/18/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/19/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: Fine RAP (3/8-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78492B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Ward Lake Plant, Litchfield, CA
RAP Source: Ward Lake
Aggregate Size: 3/8-inch
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2020-06-18-45-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 10/13/2020
Date Tested: 06/20/2020
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Test procedure used?
|
Method A
|
|
Mass of HMA prior to ignition
|
1601.8 g
|
|
Corrected Asphalt Binder Content
|
5.29 %
|
|
Mass of aggregate remaining after ignition
|
1518.9 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.00 %
|
|
Moisture Content
|
0.00 %
|
|
Temperature Compensation Factor
|
no data
|
|
Test Temperature
|
1000 F
|
DIME Test ID: 2020-06-18-45-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 10/13/2020
Date Tested: 06/20/2020
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Does this test use 1/4 sieve?
|
Yes
|
|
Total mass of material in the sample
|
1518.8 grams
|
|
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
|
27.4 grams
|
|
Cumulative mass retained on the 1/4 in. sieve
|
476.2 grams
|
|
Cumulative mass retained on the #4 sieve
|
694.4 grams
|
|
Cumulative mass retained on the #8 sieve
|
968 grams
|
|
Cumulative mass retained on the #16 sieve
|
1119.7 grams
|
|
Cumulative mass retained on the #30 sieve
|
1212.4 grams
|
|
Cumulative mass retained on the #50 sieve
|
1285.1 grams
|
|
Cumulative mass retained on the #100 sieve
|
1351.3 grams
|
|
Cumulative mass retained on the #200 sieve
|
1397.2 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
|
98.2 %
|
|
Cumulative percent passing the 1/4 in. sieve
|
68.6 %
|
|
Cumulative percent passing the #4 sieve
|
54.3 %
|
|
Cumulative percent passing the #8 sieve
|
36.3 %
|
|
Cumulative percent passing the #16 sieve
|
26.3 %
|
|
Cumulative percent passing the #30 sieve
|
20.2 %
|
|
Cumulative percent passing the #50 sieve
|
15.4 %
|
|
Cumulative percent passing the #100 sieve
|
11 %
|
|
Cumulative percent passing the #200 sieve
|
8.01 %
|
DIME Test ID: 2020-06-18-45-3
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: 10/13/2020
Date Tested: 06/20/2020
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of tests
|
1
|
|
Mass Determination
|
Air
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
7338.0 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1625.0 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8319.0 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.522
|
|
Theoretical maximum density at 25°C (77°F)
|
no data
|