Summary for Test 2019-06-19-33-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 213835 DEA: 051F7404 EFIS: 0514000049 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-101-R28.0/R30.6 |
| Award Date | 04/03/2019 |
| Closeout Date | 08/23/2021 |
| Work Description | PLACE CONTINUOUSLY REINFORCED CONCRETE PAVEMENT ON EXISTING ROADWAY. |
| Location Description | MONTEREY COUNTY NEAR SAN LUCAS FROM 0.1 MILE SOUTH OF PARIS VALLEY ROAD OVERCROSSING TO RANCHO UNDERCROSSING |
| QA Service Level | 1 (Verified on 02/18/2019) |
Sample Information
| Sample Taken Date | 06/19/2019 | Sample Unique Key | 33 |
|---|---|---|---|
| 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 | 08/15/2019 |
| Sample type | Verification | A brief description of the sample | 3/4 JMF |
| The quantity of what the sample constitutes | 2 bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | Not Provided | Last name of sampler or witnessed by | Not provided |
| Title of sampler | Not Provided | Telephone number of sampler | |
| Laboratory sample identification | 19-JMF-0131 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Sierra Pacific Material-Coalinga | 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 or name of Pit) | not provided |
|---|---|---|---|
| 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 | not provided |
| 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
DIME Sample ID: 2019-06-19-33
DIME Test ID: 2019-06-19-33-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2019-08-26
Test Results
What type of gradation is being tested?: HMA Gradation
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: JH/PM
Date of test: 08/19/2019
Total mass of material in the sample: 5146 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 0 grams
Cumulative mass retained on the 3/4 in. sieve: 0 grams
Cumulative mass retained on the 1/2 in. sieve: 707.7 grams
Cumulative mass retained on the 3/8 in. sieve: 1668.5 grams
Cumulative mass retained on the 1/4 in. sieve: 0 grams
Cumulative mass retained on the #4 sieve: 2996.9 grams
Cumulative mass retained on the #8 sieve: 197 grams
Cumulative mass retained on the #16 sieve: 327.3 grams
Cumulative mass retained on the #30 sieve: 394.6 grams
Cumulative mass retained on the #50 sieve: 439.3 grams
Cumulative mass retained on the #100 sieve: 467.9 grams
Cumulative mass retained on the #200 sieve: 489.3 grams
Cumulative mass retained on the pan: no data
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 86.2 %
Cumulative percent passing the 3/8 in. sieve: 67.6 %
Cumulative percent passing the 1/4 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 41.8 %
Cumulative percent passing the #8 sieve: 26.4 %
Cumulative percent passing the #16 sieve: 16.2 %
Cumulative percent passing the #30 sieve: 10.9 %
Cumulative percent passing the #50 sieve: 7.4 %
Cumulative percent passing the #100 sieve: 5.2 %
Cumulative percent passing the #200 sieve: 3.48 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/26/2019 ✔