Summary for Test 2019-09-04-7-4

Test performed: CTM 527-February 2014

Project Information

Project IdentifiersProject ID: 214029
DEA: 07301104
EFIS: 0714000009
DIST-CO-RTE-PM07-LA-60,710-710-R2.8/11.8, 24.1/25.1
Award Date06/03/2019
Closeout Date10/17/2023
Work DescriptionRoadway ex, place jointed plain concrete pavement & concrete barrieres
Location DescriptionIn Los Angeles County at avocado Heights on Route 60 from 0.5 Mile west of Route 60/710 Separation to Route 60/605 Separation AND on Route 710 from 0.5 miles south of Route 710/60 Separation to 0.5 mile north of Route 710/60 Separation.
QA Service Level1 (Verified on 06/25/2019)

Sample Information

Sample Taken Date09/04/2019 Sample Unique Key7
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 testing09/06/2019
Sample typeVerification A brief description of the sampleType III Cement
The quantity of what the sample constitutes15 lbs From where was the sample collectedJob Site
First name of sampler or witnessed byNA Last name of sampler or witnessed byNA
Title of sampler Telephone number of sampler
Laboratory sample identificationCM194902 Linked DIME Sample ID
The fabricator/manufacturer/facility nameUnknown Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeCementitious BrandMitsubishi
MillCushenbury Type of Cementitious MaterialType II Cement

Test Details

DIME Sample ID: 2019-09-04-7
DIME Test ID: 2019-09-04-7-4
Testing Lab: CT HQ - Sacramento Cement Testing Laboratory
Test Method: CTM 527-February 2014: Method of Test for Expansion in Water and Contraction in Air of Portland Cement Mortar
Test Release Date: 2019-10-08

Test Results


Input Type: Measured
Tester's full name: Benjamin Lenz
Date of test: 10/06/2019
Initial Length of Specimen 1: .2603 in
Expansion Length of Specimen 1: .2610 in
Percent Expansion of Specimen 1: 0.01 %
Contraction Length of Specimen 1: .2495 in
Percent Contraction of Specimen 1: 0.12 %
Initial Length of Specimen 2: .3009 in
Expansion Length of Specimen 2: .3015 in
Percent Expansion of Specimen 2: 0.01 %
Contraction Length of Specimen 2: .2902 in
Percent Contraction of Specimen 2: 0.11 %
Initial Length of Specimen 3: .2782 in
Expansion Length of Specimen 3: .2788 in
Percent Expansion of Specimen 3: 0.01 %
Contraction Length of Specimen 3: .2674 in
Percent Contraction of Specimen 3: 0.11 %
Initial Length of Specimen 4: .2890 in
Expansion Length of Specimen 4: .2896 in
Percent Expansion of Specimen 4: 0.01 %
Contraction Length of Specimen 4: .2783 in
Percent Contraction of Specimen 4: 0.11 %
Average change in length in water: 0.01 %
Average change in length in air: 0.11 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/8/2019