Summary for Test 2024-07-11-2-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 994330 DEA: 09366404 EFIS: 0916000006 |
|---|---|
| DIST-CO-RTE-PM | 09-MNO-395-58.2/60.4 |
| Award Date | 04/03/2023 |
| Closeout Date | 07/23/2025 |
| Work Description | HOT MIX ASPHALT (TYPE A), IMPORTED BORROW, AND ROADWAY EXCAVATION. |
| Location Description | MONO COUNTY ABOUT 6 MILES NORTH OF LEE VINING FROM ROUTE 167 TO 0.4 MILE NORTH OF CONWAY RANCH ROAD |
| QA Service Level | 1 (Verified on 07/31/2023) |
Sample Information
| Sample Taken Date | 07/11/2024 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 07/11/2024 |
| Sample type | Acceptance | A brief description of the sample | Class 2 AB |
| The quantity of what the sample constitutes | 2 bags of aggregate | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jeffery | Last name of sampler or witnessed by | Puente |
| Title of sampler | QA | Telephone number of sampler | |
| Laboratory sample identification | AB-01 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Lee Vining | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Hwy 395 / Conway Ranch | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Granite Lee Vining |
|---|---|---|---|
| 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 at the Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 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: 2024-07-11-2
DIME Test ID: 2024-07-11-2-1
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-07-16
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?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 07/16/2024
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 6719 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 168.1 grams | 97 % | |||||
| 1100.0 grams | 84 % | |||||
| 2177.6 grams | 68 % | |||||
| 3187.4 grams | 53 % | |||||
| 469 grams | ||||||
| 129.5 grams | 38 % | |||||
| 215.9 grams | 29 % | |||||
| 279.2 grams | 21 % | |||||
| 335.2 grams | 15 % | |||||
| 375.9 grams | 11 % | |||||
| 406.5 grams | 7 % | |||||
General comments (publicly viewable) (Max 1000 characters): AB-01
Test was verified on 7/16/2024 ✔