Summary for Test 2023-07-14-23-3

Test performed: CTM 227-December 2014

Project Information

Project IdentifiersProject ID: 215677
DEA: 044G0804
EFIS: 0412000332
COOP: 042676
DIST-CO-RTE-PM04-SOL-80-R10.4/30.2
Award Date01/18/2022
Closeout DateNot set
Work DescriptionHighway widening, overhead signs, and electronic toll system.
Location DescriptionIn Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing.
QA Service Level1 (Verified on 04/11/2022)

Sample Information

Sample Taken Date07/14/2023 Sample Unique Key23
Date that the sample was received by the laboratory/organization performing the testing07/14/2023 Sample typeQuality Assurance
A brief description of the sample1x4 PCC Aggregates The quantity of what the sample constitutes1 bag
From where was the sample collectedManufacturer First name of sampler or witnessed byKenneth
Last name of sampler or witnessed byPoulter Title of samplerQA Technician
Telephone number of sampler7076170037 Laboratory sample identificationCon_23_826
Linked DIME Sample ID The fabricator/manufacturer/facility nameCemex Fairfield
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure nameBridge 23-0052
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-57-0008
The fabricator's/manufacturer's product name for the sampleCoarse Aggregate The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedbelt cut
Where the material sample would have been placed if not sampledapproach slab Primary Aggregate Nominal Size1 inch
The concrete mix design number1615759 Lot number
Sublot number Aggregate Mix Number1615759

Test Details

DIME Sample ID: 2023-07-14-23
DIME Test ID: 2023-07-14-23-3
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: CTM 227-December 2014: Method of Test for Evaluating Cleanness of Coarse Aggregate (Cleanness)
Test Release Date: 2023-07-19

Test Results


Describe the gradation of the aggregate or the test method:: Mix of sizes - max 1.5 in.
Input Type: Measured
Tester's full name: IGNACIO ARECHIGA
Date of test: 07/19/2023
Top sediment column reading (11/2 in. x 3/4 in.): 1.5 in
Top sediment column reading (1 in. x No. 4): 1.5 in
Cleanness value (11/2 in. x 3/4 in.): 65.9
Cleanness value (1 in. x No. 4): 65.9
Cleanness value (11/2 in. maximum aggregate mix): 66
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/19/2023 ✔