Summary for Test 2024-08-06-116-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1000090 DEA: 024J9204 EFIS: 0223000087 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-61.0/64.0,70.0/72.2 |
| Award Date | 04/16/2024 |
| Closeout Date | 11/27/2024 |
| Work Description | ASPHALT RUBBER CHIP SEAL WITH REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | TRINITY COUNTY NEAR DOUGLAS CITY FROM STEEL BRIDGE ROAD TO 1.5 MILES WEST OF GRASS VALLEY CREEK BRIDGE NO 05-0013 AND FROM 2.6 MILES EAST OF TRINITY DAM BOULEVARD TO THE SHASTA COUNTY LINE |
| QA Service Level | 1 (Verified on 03/18/2024) |
Sample Information
| Sample Taken Date | 08/06/2024 | Sample Unique Key | 116 |
|---|---|---|---|
| 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 | 08/06/2024 |
| Sample type | Acceptance | A brief description of the sample | 2 bags of Uncoated 3/8″ Aggregate for Use in ARB Chip Seal |
| The quantity of what the sample constitutes | 2 Bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79479 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis Inc. - Northstate Asphalt (Redding CA) | Transportation Laboratory (TL) Number | 853423 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-45-0061 |
|---|---|---|---|
| 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 | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2024-08-06-116
DIME Test ID: 2024-08-06-116-1
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: 2024-09-05
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: Josh Ferency
Date of test: 08/26/2024
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1020.7 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 31.2 grams | 97 % | |||||
| 341.1 grams | 67 % | |||||
| 969.7 grams | 5 % | |||||
| 994.9 grams | 3 % | |||||
| 1000.1 grams | 2 % | |||||
| 1001.8 grams | 2 % | |||||
| 1003.1 grams | 2 % | |||||
| 1004.7 grams | 2 % | |||||
| 1006.4 grams | 1 % | |||||
| 1006.5 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): P¾″=100.%, P½″=97%, P⅜″=67%, P№4=5%, P№8=3%, P№200=1%
Test was verified on 9/5/2024 ✔