Print Report | Back to Sample Detail

Sample Record for 2020-05-14-52

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

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

Sample Information

DIME Sample ID: 2020-05-14-52
TL Number from the TL Form: 733193
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 05/14/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/18/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/8-inch Type A Treated Virgin Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D78435A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Ward Lake Plant, Litchfield, CA

Material Information

Source Identification (SMARA or name of Pit): 91-18-0008
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: Unknown
The plant number: Unknown
A detailed description of where the material sample was collected: Cold Feed
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 3/8 inch
The concrete mix design number: JMF 20-05-S1a
Lot number: Unknown
Sublot number: Unknown

Test Results

Test 1 of 3

DIME Test ID: 2020-05-14-52-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/10/2020
Date Tested: 05/19/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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:
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type) Yes
Total mass of material in the sample 2582.3 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 175 grams
Mass retained on the 1/4 in. sieve 822 grams
Cumulative mass retained on the #4 sieve 1140 grams
Total sample mass passing the #4 sieve 1434.3 grams
Total mass of fine material in the sample 492.6 grams
Cumulative mass retained on the #8 sieve 161.4 grams
Cumulative mass retained on the #16 sieve 270.3 grams
Cumulative mass retained on the #30 sieve 344.9 grams
Cumulative mass retained on the #50 sieve 396.5 grams
Cumulative mass retained on the #100 sieve 430.4 grams
Cumulative mass retained on the #200 sieve 447.3 grams
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 93.2 %
Cumulative percent passing the 1/4 in. sieve 68.2 %
Cumulative percent passing the #4 sieve 55.9 %
Cumulative percent passing the #8 sieve 37.3 %
Cumulative percent passing the #16 sieve 25 %
Cumulative percent passing the #30 sieve 16.6 %
Cumulative percent passing the #50 sieve 10.8 %
Cumulative percent passing the #100 sieve 7 %
Cumulative percent passing the #200 sieve 5.1 %

Test 2 of 3

DIME Test ID: 2020-05-14-52-2
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 07/10/2020
Date Tested: 07/08/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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:
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.585
Absorption 2.5 %

Test 3 of 3

DIME Test ID: 2020-05-14-52-3
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 07/10/2020
Date Tested: 07/09/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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:
Additional Comments When Verified:
Bulk specific gravity 2.567
Bulk specific gravity (SSD Basis) 2.647
Apparent specific gravity 2.789
Absorption 3.1 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.