Summary for Test 2021-07-27-24-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 214190 DEA: 024G41U4 EFIS: 0218000047 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS,SIS-5-Var |
| Award Date | 08/26/2019 |
| Closeout Date | 11/24/2021 |
| Work Description | REPLACE REINFORCED CONCRETE BRIDGES & CONSTRUCT RETAINING WALL. |
| Location Description | SHASTA AND SISKIYOU COUNTIES ABOUT 7 MILES NORTH OF POLLARD FLAT FROM 0.8 MILE SOUTH TO 0.7 MILE NORTH OF SIMS ROAD UNDERCROSSING AND FROM 0.6 MILE SOUTH OF CASTLE CRAGS DRIVE UNDERCROSSING TO 0.2 MILE SOUTH OF SOUTH DUNSMUIR UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/09/2019) |
Sample Information
| Sample Taken Date | 07/27/2021 | Sample Unique Key | 24 |
|---|---|---|---|
| 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 | 07/27/2021 |
| Sample type | Acceptance | A brief description of the sample | Coldfeed 3/4" Lime Treated Agg |
| The quantity of what the sample constitutes | PSE at 118 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Randy | Last name of sampler or witnessed by | Bibbins |
| Title of sampler | CGI | Telephone number of sampler | |
| Laboratory sample identification | D78912 | Linked DIME Sample ID | 2021-07-27-25 |
| The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 990949 |
| 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) | 91-45-0017 |
|---|---|---|---|
| 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 | Samplimg Device at Plant | |
| Where the material sample would have been placed if not sampled | 02 SIS SHA 5 | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Lot number | Unknown | |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-07-27-24
DIME Test ID: 2021-07-27-24-1
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: 2021-08-09
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: Dennis Hickey
Date of test: 07/30/2021
Total mass of material in the sample: 6067.8 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: 41 grams
Cumulative mass retained on the 1/2 in. sieve: 1490 grams
Cumulative mass retained on the 3/8 in. sieve: 2317 grams
Cumulative mass retained on the 1/4 in. sieve: 3076 grams
Cumulative mass retained on the #4 sieve: 3462 grams
Cumulative mass retained on the #8 sieve: 207.8 grams
Cumulative mass retained on the #16 sieve: 323.9 grams
Cumulative mass retained on the #30 sieve: 382.8 grams
Cumulative mass retained on the #50 sieve: 417.3 grams
Cumulative mass retained on the #100 sieve: 438.9 grams
Cumulative mass retained on the #200 sieve: 451.4 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: 99.3 %
Cumulative percent passing the 1/2 in. sieve: 75.4 %
Cumulative percent passing the 3/8 in. sieve: 61.8 %
Cumulative percent passing the 1/4 in. sieve: 49.3 %
Cumulative percent passing the #4 sieve: 42.9 %
Cumulative percent passing the #8 sieve: 25 %
Cumulative percent passing the #16 sieve: 15 %
Cumulative percent passing the #30 sieve: 10 %
Cumulative percent passing the #50 sieve: 7 %
Cumulative percent passing the #100 sieve: 5.2 %
Cumulative percent passing the #200 sieve: 4.08 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/9/2021 ✔