Summary for Test 2023-09-26-12-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 994310 DEA: 034F6504 EFIS: 0314000233 |
|---|---|
| DIST-CO-RTE-PM | 03-YOL-50,80-0.0/2.5,4.1/R11.4 |
| Award Date | 04/07/2023 |
| Closeout Date | Not set |
| Work Description | CRCP, HMA (TYPE A), RDWY EXC, CLASS 2 AB, FIBER OPTIC CABLE SYSTEMS. |
| Location Description | YOLO COUNTY IN AND NEAR WEST SACRAMENTO ON ROUTE 80 FROM 1.7 MILES EAST OF MACE BOULEVARD OVERCROSSING TO SACRAMENTO RIVER BRIDGE AND OVERHEAD (BRYTE BEND) AND ON ROUTE 50 FROM ROUTE 80 JUNCTION TO JEFFERSON BOULEVARD UNDERCROSSING |
| QA Service Level | 1 (Verified on 10/04/2022) |
Sample Information
| Sample Taken Date | 09/26/2023 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 09/26/2023 |
| Sample type | Per Request | A brief description of the sample | 3/4 Recycled AB mixed with Asphalt material |
| The quantity of what the sample constitutes | 2 bags Recycled AB | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Jaime | Last name of sampler or witnessed by | Rios |
| Title of sampler | Field Technician | Telephone number of sampler | |
| Laboratory sample identification | 23-AB-0175 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Teichert Harbor Plant | Transportation Laboratory (TL) Number | C709243 |
| 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) | na |
|---|---|---|---|
| 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 | Teichert Harbor Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-09-26-12
DIME Test ID: 2023-09-26-12-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-10-02
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Bang Nguyen
Date of test: 10/02/2023
| Sieve Size | Individual Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 5150.7 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 183.0 grams | 96 % | |||||
| 791.0 grams | 81 % | |||||
| 541.8 grams | 71 % | |||||
| 1151.7 grams | 48 % | |||||
| 509.7 grams | ||||||
| 146.7 grams | 34 % | |||||
| 89.1 grams | 26 % | |||||
| 72.7 grams | 19 % | |||||
| 73.3 grams | 12 % | |||||
| 42.1 grams | 8 % | |||||
| 19.4 grams | 6 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/2/2023 ✔