Summary for Test 2021-06-08-19-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215245 DEA: 021J4504 EFIS: 0220000080 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-89-14.0/19.0 |
| Award Date | 12/08/2020 |
| Closeout Date | 09/27/2021 |
| Work Description | PLACE HMA (TYPE A). |
| Location Description | SISKIYOU COUNTY ABOUT 6 MILES NORTH OF BARTLE FROM 0.4 MILE NORTH OF EDISON CREEK ACCESS ROAD TO 2.0 MILES SOUTH OF MUD CREEK BRIDGE |
| QA Service Level | 1 (Verified on 10/23/2020) |
Sample Information
| Sample Taken Date | 06/08/2021 | Sample Unique Key | 19 |
|---|---|---|---|
| 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 | 06/08/2021 |
| Sample type | Acceptance | A brief description of the sample | Shoulder Backing |
| The quantity of what the sample constitutes | Up to 3000 tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | John | Last name of sampler or witnessed by | Carmichael |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D78836 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 779373 |
| 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) | 91-45-0017 |
|---|---|---|---|
| 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 | Stockpile |
| Where the material sample would have been placed if not sampled | 02 SIS 89 | Primary Aggregate Nominal Size | 1 inch |
| The concrete mix design number | Lot number | Unknown | |
| Sublot number | Unknown | HMA Design ID |
Test Details
DIME Sample ID: 2021-06-08-19
DIME Test ID: 2021-06-08-19-1
Testing Lab: CT D02 - North Region Materials Lab
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2021-12-02
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/10/2021
Total mass of coarse aggregate: 13783.4 grams
Individual mass retained on the 3 in. sieve: 0 grams
Individual mass retained on the 2 1/2 in. sieve: 0 grams
Individual mass retained on the 2 in. sieve: 0 grams
Individual mass retained on the 1 1/2 in. sieve: 0 grams
Individual mass retained on the 1 in. sieve: 524 grams
Individual mass retained on the 3/4 in. sieve: 1400 grams
Individual mass retained on the 1/2 in. sieve: 1975 grams
Individual mass retained on the 3/8 in. sieve: 1134 grams
Individual mass retained on the #4 sieve: 2227 grams
Individual mass retained on the pan (coarse aggregate): 6523.4 grams
Total mass of fine aggregate: 503 grams
Individual mass retained on the #8 sieve: 129.3 grams
Individual mass retained on the #16 sieve: 107.6 grams
Individual mass retained on the #30 sieve: 61.9 grams
Individual mass retained on the #50 sieve: 38.4 grams
Individual mass retained on the #100 sieve: 29.6 grams
Individual mass retained on the #200 sieve: 22.8 grams
Individual mass retained on the pan (fine aggregate): 113.4 grams
Total mass of coarse aggregate: 7260 grams
Total mass of fine aggregate: 503 grams
Percentage of coarse material: 53 %
Percentage of fine material: 47 %
Cumulative percent passing the 3 in. sieve:100 %
Cumulative percent passing the 2 1/2 in. sieve:100 %
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:96 %
Cumulative percent passing the 3/4 in. sieve:86 %
Cumulative percent passing the 1/2 in. sieve:71.7 %
Cumulative percent passing the 3/8 in. sieve:63 %
Cumulative percent passing the #4 sieve:47 %
Cumulative percent passing the #8 sieve:35 %
Cumulative percent passing the #16 sieve:25 %
Cumulative percent passing the #30 sieve:19 %
Cumulative percent passing the #50 sieve:15 %
Cumulative percent passing the #100 sieve:13 %
Cumulative percent passing the #200 sieve:10.6 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/2/2021 ✔