Summary for Test 2020-06-02-34-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 214589 DEA: 020J1604 |
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DIST-CO-RTE-PM | 02-PLU-284-0.0/8.3 |
Award Date | 02/11/2020 |
Closeout Date | 10/06/2020 |
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 |
QA Service Level | 1 (Verified on 01/22/2020) |
Sample Information
Sample Taken Date | 06/02/2020 | Sample Unique Key | 34 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 06/11/2020 |
Sample type | Acceptance | A brief description of the sample | 3/4" Shoulder Backing |
The quantity of what the sample constitutes | 9000 tons | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | A | Last name of sampler or witnessed by | Sloaterman |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D78469 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Joy Engineering | Transportation Laboratory (TL) Number | 896985 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA or name of Pit) | 91-32-0032 SPARROCK BAR ONE QUARRY |
---|---|---|---|
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 | Stockpile @ Plant | |
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 | Not set |
Test Details
DIME Sample ID: 2020-06-02-34
DIME Test ID: 2020-06-02-34-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-09-16
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Arthur Mills
Date of test: 06/18/2020
Total mass of sample prior to washing: no data
Cumulative mass retained on the 3 in. sieve: 100 grams
Cumulative mass retained on the 2 1/2 in. sieve: 100 grams
Cumulative mass retained on the 2 in. sieve: 100 grams
Cumulative mass retained on the 1 1/2 in. sieve: 100 grams
Cumulative mass retained on the 1 in. sieve: 100 grams
Cumulative mass retained on the 3/4 in. sieve: 143 grams
Cumulative mass retained on the 1/2 in. sieve: 1688 grams
Cumulative mass retained on the 3/8 in. sieve: 2795 grams
Cumulative mass retained on the #4 sieve: 5296 grams
Cumulative mass retained on the #8 sieve: 124.4 grams
Cumulative mass retained on the #16 sieve: 213.2 grams
Cumulative mass retained on the #30 sieve: 276.2 grams
Cumulative mass retained on the #50 sieve: 322.9 grams
Cumulative mass retained on the #100 sieve: 361.2 grams
Cumulative mass retained on the #200 sieve: 387.5 grams
Cumulative mass retained on the pan: 483.7 grams
Cumulative percent passing the 3 in. sieve: 99 %
Cumulative percent passing the 2 1/2 in. sieve: 99 %
Cumulative percent passing the 2 in. sieve: 99 %
Cumulative percent passing the 1 1/2 in. sieve: 99 %
Cumulative percent passing the 1 in. sieve: 99 %
Cumulative percent passing the 3/4 in. sieve: 99 %
Cumulative percent passing the 1/2 in. sieve: 87 %
Cumulative percent passing the 3/8 in. sieve: 78 %
Cumulative percent passing the #4 sieve: 58 %
Cumulative percent passing the #8 sieve: 43 %
Cumulative percent passing the #16 sieve: 32 %
Cumulative percent passing the #30 sieve: 25 %
Cumulative percent passing the #50 sieve: 19 %
Cumulative percent passing the #100 sieve: 15 %
Cumulative percent passing the #200 sieve: 12 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/16/2020 ✔