Summary for Test 2019-03-27-18-9

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 213738
DEA: 07303504
EFIS: 0714000007
DIST-CO-RTE-PM07-VEN-23-0.0/R3.3
Award Date01/09/2019
Closeout Date11/02/2020
Work DescriptionCOLD PLANE & OVERLAY ASPHALT CONCRETE PAVEMENT AND UPGRADE CURB RAMPS.
Location DescriptionVENTURA COUNTY IN THOUSAND OAKS FROM CARLISLE ROAD TO ROUTE 101
QA Service Level1 (Verified on 11/02/2020)

Sample Information

Sample Taken Date03/27/2019 Sample Unique Key18
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 testing04/09/2019
Sample typeVerification A brief description of the sample1/2 WMA-A-SP
The quantity of what the sample constitutesJMF 11 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Last name of sampler or witnessed byMaterials
Title of sampler Telephone number of sampler
Laboratory sample identification0218A-19 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Materials - Sun Valley Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-19-0021::BIG ROCK CREEK- VULCAN
The fabricator's/manufacturer's product name for the sampleWMA TYPE A SP R15 1/2 The fabricator/manufacturer designation for the sample320914 SVA LTR
The plant numberUnknown A detailed description of where the material sample was collectedManufacturer
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-03-27-18
DIME Test ID: 2019-03-27-18-9
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2019-04-30

Test Results


What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Larry Diaz
Date of test: 04/13/2019
Cumulative percent passing the 3 in. sieve: 100 %
Cumulative percent passing the 2 1/2 in. sieve: 100 %
Cumulative percent passing the 2 in. sieve: 100 %
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 %
Cumulative percent passing the 1/2 in. sieve: 96 %
Cumulative percent passing the 3/8 in. sieve: 90 %
Cumulative percent passing the #4 sieve: 68 %
Cumulative percent passing the #8 sieve: 52 %
Cumulative percent passing the #16 sieve: 41 %
Cumulative percent passing the #30 sieve: 31 %
Cumulative percent passing the #50 sieve: 22 %
Cumulative percent passing the #100 sieve: 14 %
Cumulative percent passing the #200 sieve: 9.4 %
General comments (publicly viewable) (Max 1000 characters): RAP Gradation After Ignition Oven

Test was verified on 4/23/2019