Summary for Test 2023-09-22-55-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 212246 DEA: 053307A4 EFIS: 0514000027 |
---|---|
DIST-CO-RTE-PM | 05-SLO-46-49.7/54.6 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Cholame Segment |
Location Description | Not set |
QA Service Level | 1 (Verified on 09/30/2019) |
Sample Information
Sample Taken Date | 09/22/2023 | Sample Unique Key | 55 |
---|---|---|---|
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 | 10/06/2023 |
Sample type | Per Request | A brief description of the sample | 3/4 Class 2 Base Recycled |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Source |
First name of sampler or witnessed by | Carlos | Last name of sampler or witnessed by | SPM QC |
Title of sampler | Wit K Engen CT TET | Telephone number of sampler | |
Laboratory sample identification | 23-AB-0178 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Hanson-Santa Margarita, CA (Martin Marietta) | Transportation Laboratory (TL) Number | C992368 |
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) | NA |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | 3/4 class 2 base recycled | The fabricator/manufacturer designation for the sample | wt station at 900AM |
The plant number | A detailed description of where the material sample was collected | prepresenting 53 tons | |
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
DIME Sample ID: 2023-09-22-55
DIME Test ID: 2023-09-22-55-1
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: 2023-10-12
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/Aristeo Flores
Date of test: 10/12/2023
Individual Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
5139.7 grams | ||||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
320.2 grams | 94 % | |||||
630.2 grams | 82 % | |||||
429.9 grams | 73 % | |||||
1001 grams | 54 % | |||||
499 grams | ||||||
117.8 grams | 41 % | |||||
89.3 grams | 32 % | |||||
86.6 grams | 22 % | |||||
83.6 grams | 13 % | |||||
54.6 grams | 7 % | |||||
23.4 grams | 5 % |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/12/2023 ✔