Summary for Test 2023-07-06-114-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 993432 DEA: 11423804 EFIS: 1116000061 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-94,125-R9.8/R10.6,12.9/22.3 |
| Award Date | 04/27/2022 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT INDIVIDUAL SLAB, HMA, RHMA, MODIFY LANDSCAPE AND ELECTRICAL. |
| Location Description | SAN DIEGO COUNTY ON ROUTE 94 FROM E94/N125 SEPARATION IN LEMON GROVE TO 0.1 MILE EAST OF SPRING STREET UNDERCROSSING IN LA MESA AND ON ROUTE 125 FROM 0.6 MILE SOUTH OF SPRING STREET UNDERCROSSING NEAR LA MESA TO MISSION GORGE ROAD IN SANTEE |
| QA Service Level | 1 (Verified on 12/20/2021) |
Sample Information
| Sample Taken Date | 07/06/2023 | Sample Unique Key | 114 |
|---|---|---|---|
| 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 | 07/07/2023 |
| Sample type | Quality Assurance | A brief description of the sample | CTS Rapid Set |
| The quantity of what the sample constitutes | 2 bags 900 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Daniel | Last name of sampler or witnessed by | Smith |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 6444-S | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Griffith | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | N/A |
|---|---|---|---|
| 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 | Sampled from truck | |
| 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
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DIME Sample ID: 2023-07-06-114
DIME Test ID: 2023-07-06-114-1
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2024-03-14
Test Results
What type of gradation is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Measured
Tester's full name: Shawn Rivers
Date of test: 08/01/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 10648.1 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 559.0 grams | 95 % | |||||
| 3050.0 grams | 71 % | |||||
| 7948.0 grams | 25 % | |||||
| 9559.0 grams | 10 % | |||||
| 10529.0 grams | 1 % | |||||
| 71.8 grams | ||||||
| 40.3 grams | 0 % | |||||
| 46.0 grams | 0 % | |||||
| 47.9 grams | 0 % | |||||
| 50.4 grams | 0 % | |||||
| 53.8 grams | 0 % | |||||
| 57.7 grams | 0.2 % | |||||
| 58.5 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): 1" grading
Test was verified on 3/14/2024 ✔