Summary for Test 2021-04-23-20-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 215251 DEA: 021J4604 EFIS: 0220000081 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-34.5/38.8,88.0/92.0 |
| Award Date | 02/02/2021 |
| Closeout Date | 09/27/2021 |
| Work Description | HMA OVERLAY, REPLACE AC SURFACING, SHOULDER BACKING & TRAFFIC STRIPE. |
| Location Description | SISKIYOU COUNTY NEAR HAPPY CAMP FROM 0.1 MILE EAST OF OAK FLAT CREEK BRIDGE TO 0.1 MILE EAST OF BENJAMIN CREEK ROAD AND FROM 0.3 MILE WEST OF BEAVER CREEK BRIDGE TO 1.0 MILE WEST OF LUMGREY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 10/30/2020) |
Sample Information
| Sample Taken Date | 04/23/2021 | Sample Unique Key | 20 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/23/2021 | Sample type | Verification |
| A brief description of the sample | 5/8" Sized Untreated Aggregate | The quantity of what the sample constitutes | JMF Verification |
| From where was the sample collected | Source | First name of sampler or witnessed by | Devin |
| Last name of sampler or witnessed by | Owens | Title of sampler | PEI |
| Telephone number of sampler | Laboratory sample identification | D78785A | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Shasta Ranch Aggregates - Anderson, CA | |
| Transportation Laboratory (TL) Number | 858620 | 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) | 91-45-0057 |
|---|---|---|---|
| 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 | 3/4 inch | |
| The concrete mix design number | JMF 21-05-S01 | Lot number | |
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-04-23-20
DIME Test ID: 2021-04-23-20-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2021-06-22
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: C. Sweeny and T. McCormick
Date of test: 06/25/2021
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 6830.7 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 1610.0 grams | 76.4 % | |||||
| 5148.0 grams | 24.6 % | |||||
| 6702 grams | 1.9 % | |||||
| 6746.0 grams | 1.2 % | |||||
| 17.8 grams | 0.9 % | |||||
| 22.2 grams | 0.9 % | |||||
| 24.3 grams | 0.9 % | |||||
| 27.0 grams | 0.8 % | |||||
| 31.5 grams | 0.8 % | |||||
| 38.7 grams | 0.66 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/22/2021 ✔