Summary for Test 2019-04-15-20-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 213050 DEA: 051J5204 EFIS: 0517000195 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-58-6.9/30.0 |
| Award Date | 03/19/2018 |
| Closeout Date | 12/30/2019 |
| Work Description | COLD PLANE EXISTING ROADWAY AND RESURFACE WITH RHMA-G. |
| Location Description | SAN LUIS OBISPO COUNTY ABOUT 6 MILES EAST OF SANTA MARGARITA FROM ROUTE 229 TO NAVAJO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 09/06/2019) |
Sample Information
| Sample Taken Date | 04/15/2019 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 04/15/2019 |
| Sample type | Dispute Resolution | A brief description of the sample | 3/4 inch RHMA-G |
| The quantity of what the sample constitutes | 1 | From where was the sample collected | Source |
| First name of sampler or witnessed by | B | Last name of sampler or witnessed by | Barber |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Papich Construction | 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) | 91-10-0006 |
|---|---|---|---|
| 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 @ Plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-04-15-20
DIME Test ID: 2019-04-15-20-1
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2019-12-17
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: Gurpartap Grewal
Date of test: 04/15/2019
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 6190.4 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 32.0 grams | 99.5 % | |||||
| 867.3 grams | 86 % | |||||
| 1095.6 grams | 82.3 % | |||||
| 0 grams | 100 % | |||||
| 2490.4 grams | 59.8 % | |||||
| 167.8 grams | 36.7 % | |||||
| 246.1 grams | 26 % | |||||
| 298.2 grams | 18.8 % | |||||
| 345.4 grams | 12.3 % | |||||
| 388.9 grams | 6.3 % | |||||
| 412.0 grams | 3.14 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters): Translab internal lab no.:019-004
CT Lab no. 18-A-518
Lot2 Sublot3
Test was verified on 12/17/2019 ✔